final report soil investigation
DESCRIPTION
fungkykingTRANSCRIPT
CLIEN :
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
LOCATION :
PULANG PISAU CENTRAL KALIMANTAN
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research
Jln. A.Yani Km.23,5 No._ Landasan Ulin Banjarbaru Telp. +62 511 7499150 Fax. +62 511 4705765
E-mail: [email protected]
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research
No : 161/KSE/X/2007 Enc : 1 (one) bundle Subject : Soil Investigation Report To: China National Heavy Machinery Corporation ( CHMC ) Att. Mr. Xu Bin Dear Sir, Regarding the completed work of topography & soil investigation at project of Pulang Pisau Power Plant located in Pulang Pisau, Central Kalimantan, herewith we enclose the final of the project. Thank for your attention, and cooperation. Banjarbaru, 10 Oktober 2007 Sincerely yours, A.Roestam Pohan Director
Office : Jl. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax.0511-4705765 e-mail: [email protected]
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
1
SOIL INVESTIGATION PROJECT OF PULANG PISAU POWER PLANT
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
INTRODUCTION Based on agreement in MoU between China National Heavy Machinery Corporation ( CHMC ) and PT.
KALIMANTAN SOIL ENGINEERING (KSE), both parties were agreed to conduct a cooperation in soil
investigation activity as below
A. Field Work 1. 4 (four) deep boring points with 3 (three) point @ 65 m and 1 (one) point with 30 m
2. Standart Penetration Test (SPT) every 2,5 m
3. 16 (sixteen) cylinders of Undisturb Sampling
B. Laboratory Work Laboratory test, each has 8 (eight) kinds to test : Water Content, Unit Weight, Spesific Gravity, Grain
Size Analysis, Liquid Limit and Plastic Limit, Direct Shear, Unconfined Compressive Strength,
Consolidation.
FIELD WORK Core Drilling and Standart Penetration Test (SPT)
Drilling was to get undisturb and disturb sample as well as to find out the profile/stratigraphy of soil layer
and the value of SPT reached 50. The SPT was meant to find out the hardness of every soil layer which
correlated with number of hit for every 12-inch penetration (counted at the last 2 x 6 inch).
SPT General Correlation
Sand Type Soil Clay or Silt Type Soil N value Relative Density N value Consistency
0 – 4 Very Loose 0 – 2 Very Soft 4 - 10 Loose 2 - 4 Soft
10 – 30 Medium 4 - 8 Firm 30 – 50 Dense 8 – 15 Stiff
> 50 Very Dense 15 – 30 Very Stiff > 30 Hard
Tabel 1. Description of soil layers based on the drilling result (BH-1)
Kedalaman (m) Deskripsi Tanah
NSPT
Relative Density/ Consistency
0,00 – 1,95 Clay brown 0 Very Soft 1,95 – 09,80 Clay grey 0 Very Soft 9,80 – 12,00 Less sandy clay grey 0 Very Soft 12.00 – 14.00 Clay grey 0 Very Soft 14.00 – 19.50 Clay brownish grey 0 Very Soft 19.50 – 21.50 Blackish brown Organic 3 Very Soft 21.50 – 23.50 Clay brown 3 – 19 Firm up to stiff 23.50 – 41.00 Sand brown 19 – 36 Medium up to dense 41.00 – 43.50 Sandy clay grey 12 Stiff
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
2
Kedalaman (m)
Deskripsi Tanah
NSPT
Relative Density/ Consistency
43.50 – 46.80 Sand brown 27 Medium 46.80 – 54.60 Clay grey 15 – 16 Very Stiff 54.60 – 56.95 Black Organic 16 - 34 Very stiff up to Hard 56.95 – 58.75 Clay brown 34 Hard 58.75 – 59.86 Light coal/black organic > 50 Hard 59.86 – 60.50 Clay, blackish brown > 50 Hard 60.50 – 65.00 Light coal/black organic > 50 Hard
Tabel 2. Description of soil layers based on the drilling result (BH-2)
Kedalaman (m)
Deskripsi Tanah
NSPT
Relative Density/ Consistency
0 – 14.50 Clay brown 0 Very Soft 14.50 – 19.50 Less sandy clay grey 0 Very Soft 19.50 – 20.00 Clay and blackish grey organic 0 Very Soft 20.00 – 21.00 Blackish brown Organic 0 Very Soft 21.00 – 21.50 Black Organic 0 Very Soft 21.50 – 23.50 Clay grey 0 Very Soft 23.50 – 30.00 Sand brown 12 - 28 Stiff up to very stiff
Tabel 3. Description of soil layers based on the drilling result (BH-3)
Kedalaman (m)
Deskripsi Tanah
NSPT
Relative Density/ Consistency
0 – 0.70 Clay yellowish brown 0 Very soft 0,70 – 5.30 Clay, brown 0 Very soft 5.30 – 11.50 Sand grey 0 Very Loose 11.50 – 19.00 Clay brown 0 Very soft 19.00 – 20.00 Black Organic 0 Very soft 20.00 – 21.00 Clay + black organic 0 Very soft 21.00 – 25.00 Clay grey 3 Very soft 25.00 – 32.95 Sand, brown 6 - 32 Loose up to Medium 32.95 – 52.00 Sand greyish brown 17 - 35 Medium up to dense 52.00 – 53.50 Sand yellowish brown 33 Dense 53.50 – 53.95 Light coal (black organic) > 50 Hard 53.95 – 59.00 Clay + blackish brown organic 39 - 50 Hard 59.00 – 59.87 Light coal (black organic) > 50 Hard 59.87 – 62.50 Clay blackish brown > 50 Hard 62.50 – 65.00 Light coal (black organic) > 50 Hard
Tabel 4. Description of soil layers based on the drilling result (BH-4)
Kedalaman (m)
Deskripsi Tanah
NSPT
Relative Density/ Consistency
0 – 6.30 Clay brown 0 Very Soft 6.30 – 15.00 Sandy clay, brown 0 Very soft 15.00 – 19.80 Clay brown 0 Very soft 19.80 – 20.50 Blackish brown organic 0 Very soft 20.50 – 24.50 Clay grey 0 Very soft 24.50 – 44.50 Sand brown 11 - 32 Medium 44.50 – 47.50 Sand grey 12 Medium 47.50 – 53.00 Clay grey 12 -14 Stiff 53.00 – 55.00 Light coal (black organic) > 50 Hard 55.00 – 56.95 Clay+organic, blackish brown 23 Very Stiff 56.95 – 59.00 Clay, blackish grey 23 Very Stiff 59.00 – 65.00 Light coal (black organic) > 50 Hard
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
3
LABORATORY WORK Laboratory test was conducted for every undisturbed sample from the drilling result of soil test in the
laboratory, showed in the following table.
Table 5.Summary of sample geotechnic parameter (BH-1 and BH-2)
BH-1 BH-1 BH-1 BH-1 BH-2 BH-2 BH-2 BH-25,0 - 5,5 m 8,0 - 8,5 m 11,0 - 11,5 m 14,0 - 14,5 m 2,0 - 2,5 m 5,0 - 5,5 m 11,0 - 11,5 m 14,0 - 14,5 m
1 w ( % ) 87,28 90,20 85,17 77,42 107,20 86,90 94,72 76,672 γ (Kg/cm3) 1,46 1,43 1,47 1,51 1,38 1,45 1,44 1,453 Gs 2,43 2,37 2,51 2,44 2,30 2,38 2,51 2,354 LL ( % ) 51,20 48,80 52,00 51,00 53,40 52,00 53,60 56,00
PL ( % ) 39,27 39,61 36,56 39,41 41,35 42,21 50,30 48,04PI 11,93 9,19 15,44 11,59 12,05 9,79 3,30 7,96
5 No. #4,75 mm 100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00
0,425 mm 100,00 93,83 96,03 100,00 100,00 100,00 100,00 100,000,075 mm 100,00 29,41 22,64 100,00 100,00 100,00 100,00 100,00
6 c (Kg/cm2) 0,01 0,08 0,15 0,19 0,045 0,035 0,045 0,055φ ( ˚ ) 13,00 26,00 26,00 18,00 6,00 14,00 14,50 9,50
7 qu (Kg/cm2) 0,049 0,060 0,092 0,062 0,035 0,056 0,068 0,031cu (Kg/cm2) 0,025 0,030 0,046 0,031 0,025 0,041 0,049 0,027
8 Cc 0,469 0,805 0,778 0,462 0,647 0,498 0,774 0,469Cs 0,054 0,093 0,130 0,048 0,091 0,073 0,082 0,098Cv 8,17E-03 8,17E-03 8,17E-03 8,17E-03 8,12E-03 8,17E-03 8,17E-03 8,12E-03k 9,81E-07 8,43E-07 4,39E-07 5,15E-07 9,47E-07 7,36E-07 6,59E-07 7,23E-07e 2,021 2,136 2,318 1,862 2,320 1,922 2,448 1,754
NO KIND of TESTSOIL TESTING RESULT
Tabel 6. Summary of sample geotechnic parameter (BH-3 and BH-4)
BH-3 BH-3 BH-3 BH-3 BH-4 BH-4 BH-4 BH-45,0 - 5,5 m 8,0 - 8,5 m 11,0 - 11,5 m 14,0 - 14,5 m 2,0 - 2,5 m 5,0 - 5,5 m 11,0 - 11,5 m 14,0 - 14,5 m
1 w ( % ) 79,91 72,75 91,15 71,51 80,98 79,64 86,27 76,202 γ (Kg/cm3) 1,49 1,58 1,47 1,52 1,49 1,47 1,46 1,503 Gs 2,29 2,57 2,46 2,55 2,29 2,15 2,44 2,514 LL ( % ) 46,00 37,20 52,60 52,20 48,80 48,70 48,10 46,60
PL ( % ) 35,65 31,46 43,75 39,68 34,44 39,69 38,69 39,15PI 10,35 5,74 8,85 12,52 14,36 9,01 9,41 7,45
5 No. #4,75 mm 100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00
0,425 mm 100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,000,075 mm 100,00 25,00 26,05 100,00 100,00 100,00 19,87 29,59
6 c (Kg/cm2) 0,038 0,054 0,025 10,500 0,024 0,051 0,030 0,040φ ( ˚ ) 11,00 7,00 19,00 0,07 11,50 10,00 11,00 9,00
7 qu (Kg/cm2) 0,031 0,028 0,063 0,071 0,025 0,035 0,045 0,051cu (Kg/cm2) 0,016 0,014 0,032 0,036 0,020 0,018 0,030 0,035
8 Cc 0,407 0,440 0,596 0,480 0,475 0,430 0,760 0,481Cs 0,350 0,045 0,106 0,051 0,049 0,058 0,122 0,087Cv 8,17E-03 8,17E-03 8,17E-03 8,17E-03 8,12E-03 8,02E-03 8,17E-03 8,12E-03k 7,90E-07 6,25E-07 6,68E-07 5,38E-07 8,71E-07 9,00E-07 6,31E-07 7,00E-07e 1,503 1,888 2,084 1,866 1,750 1,588 2,323 1,949
NO KIND of TESTSOIL TESTING RESULT
In general, result of laboratory test for the sample showed that the soil had low bearing capacity, which
indicated by the soil’s small volume weight, high water content, low pas and 100 percent passed No.200
sieve.
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
4
DESIGN RECOMMENDATION From the analysis on types of soil layer and result of SPT test for each soil layer, it can be concluded that
soil at the depth at 0,00 m to ± 25,00 m was very soft and soft. From the depth of 25,00 m to 45,00 m the
soil was sand layer with loose to dense/very dense. From 45,00 m to 65,00 m deep there was layer from
medium to very stiff category and very hard coal/balck organic was found. Layers with SPT > 50 was
average found at the depth of 60,00 m.
From the condition of soil layers and the density/hardness, for primary building the foundation construction it
is recommended to use pile foundation. For the depth or length of embedded pile the alternatives are:
1. Alternative 1 : With foundation depth of 35 m. This foundation depth is taken since this layer is a
sand layer with medium density. However, the bearing capacity is in low/poor category.
2. Alternative 2 : With foundation depth at 50,0 m. This foundation depth is taken since this is a clay
layer with medium to very stiff density category and the bearing capacity is fairly high.
To use pile up to 60,00 m, deep will require a large amount of money, and will create some difficulty in the
implementation. Moreever, there is possibility that the pile can not be embedded up to 60,00 m.
For secondary building, using concrete of minipile with dimension of 20 x 20 or 28 x 28 x 28, the calculation
of bearing capacity using CPT result.
CONCLUSION Based on the result of soil investigation done :
- Surface soil of to 25,00 m deep is cohesive soil which has very low soil bearing capacity.
- Very stiff/hard soil is relatively deep, from 50,00 m to 60,00 m.
- For primary building the foundation conctruction it is recommended to use concrete of pile.
- The depth of foundation embedded or the length of pile can be 35,00 m 0r 50,00 m
- For secondary building the foundation conctruction it is recommended to use concrete of minipile.
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
0,00 10 20 30 40 50
1,001 0
1,95 95 SPT 12,50 1 03,00 50 SPT 2
4,00
5,005,50 1 0 UDS 16,00 50 SPT 3
7,00
8,008,50 1 0 UDS 29,00 50 SPT 49,80
10,00
11,0011,50 1 0 UDS 312,00 50 SPT 5
13,00
14,0014,50 1 0 UDS 415,00 50 SPT 6
16,00
17,0017,50 1 018,00 45 SPT 7
19,0019,5020,00
NOTE : = SPT = UDS
BH-1BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
Location Pulang Pisau, Central Kalimantan Finish September 17, 2007
Point No.Clien CHMC Start September 14, 2007Project Power Plant of Pulang Pisau GWL - 00,60 m
Total Depth 65,00 m Operator Miskidi
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
Clay, grey, very soft
NO
TE
Clay, brown, very soft
Less Sandy Clay, grey, very soft
Clay, grey, very soft
Bony W Rakhman, SST Yusti Yudiawati, MTTechnical Report Geotechnical Engineer
Counted by : Checked by :
Sep
tem
ber 1
4, 2
007
Blackish Brown Organic, very soft
Clay, brownish grey, very soft
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
20,00 10 20 30 40 50
20,50 1 1 2 320,95 15 15 15 30 SPT 821,5022,00
23,0023,50 2 8 11 1923,95 15 15 15 30 SPT 9
25,00
26,0026,50 10 10 11 2126,95 15 15 15 30 SPT 10
28,00
29,0029,55 5 12 12 2430,00 15 15 15 30 SPT 11
31,00
32,0032,50 10 14 16 3032,95 15 15 15 30 SPT 12
34,00
35,0035,50 12 17 19 3635,95 15 15 15 30 SPT 13
37,00
38,0038,50 9 15 17 3238,95 15 15 15 30 SPT 14
40,00
NOTE : = SPT = UDS
Technical Report Geotechnical EngineerBony W Rakhman, SST Yusti Yudiawati, MT
Counted by : Checked by :
Sand, brown, dense
Sand, brown, dense
Sand, brown, dense
Sand, brown, medium
Sand, brown, medium
Sand, brown, medium
Clay, brown, stiff
Blackish Brown Organic, very soft
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
NO
TE
BH-1Location Pulang Pisau, Central Kalimantan Finish September 17, 2007Total Depth 65,00 m Operator Miskidi
Clien CHMC Start September 14, 2007Point No.Project Power Plant of Pulang Pisau GWL - 00,60 m
Sep
tem
ber 1
5, 2
007
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
40,00 10 20 30 40 50
41,001 4 8 12
41,95 15 15 15 30 SPT 15
43,0043,5044,00
7 13 14 2744,95 15 15 15 30 SPT 16
46,00
46,805 7 8 15
47,95 15 15 15 30 SPT 17
49,00
50,006 7 9 16
50,95 15 15 15 30 SPT 18
52,00
53,004 8 8 16
53,95 15 15 15 30 SPT 1954,6055,00
56,0010 16 18 34
56,95 15 15 15 30 SPT 20
58,0058,7559,00
10 27 25 > 5059,86 15 15 15 SPT 21
NOTE : = SPT = UDS
Project Power Plant of Pulang Pisau GWL - 00,60 m Point No.Clien CHMC Start September 14, 2007
Pulang Pisau, Central Kalimantan Finish September 17, 2007Total Depth 65,00 m Operator Miskidi
BH-1
N -
SPT
SPT
GR
APH
IC
BORING LOG
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
NO
TE
Sand, brown, dense
sandy clay, stiff
Sand, brown, medium
Clay, grey, stiff
Black Organic
Clay, brown, hard
Light coal (black organic)
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MTTechnical Report Geotechnical Engineer
Location
Sep
tem
ber 1
6, 2
007
DA
TE
DEP
TH
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
59,86 10 20 30 40 50
60,50 57 > 5061,00 15 SPT 22
62,00
63,00
64,00
65,00 54 > 5015 SPT 23
66,00
67,00
68,00
69,00
70,00
71,00
72,00
73,00
74,00
75,00
76,00
77,00
78,00
79,00
80,00
NOTE : = SPT = UDS
Power Plant of Pulang Pisau GWL - 00,60 m Point No.Clien CHMC Start September 14, 2007
Pulang Pisau, Central Kalimantan Finish September 17, 2007Total Depth 65,00 m Operator Miskidi
BH-1D
EPTH
N -
SPT
SPT
GR
APH
IC
BORING LOG
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
NO
TE
Clay, blackish brown, hard
Light coal (black organic), hard
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MTTechnical Report Geotechnical Engineer
Sep
tem
ber 1
7, 2
007
DA
TE
Location
Project
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
0,00 10 20 30 40 50
1,00
2,002,50 1 0 UDS 13,30 80 SPT 1
4,00
5,005,50 1 0 UDS 26,00 60 SPT 2
7,00
8,008,50 1 09,00 50 SPT 3
10,00
11,001 0 UDS 3
12,00 50 SPT 4
13,00
14,0014,50 1 0 UDS 415,00 50 SPT 5
16,00
17,0017,50 1 018,00 50 SPT 6
19,0019,5020,00
NOTE : = SPT = UDS
Technical Report Geotechnical EngineerBony W Rakhman, SST Yusti Yudiawati, MT
Clay + blackish grey organic, very soft
Counted by : Checked by :
Less sandy clay, grey, very soft
Clay, brown, very soft
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
NO
TE
Finish September 19, 2007Total Depth 30,00 m Operator Miskidi
GWL - 00,00 m Point No.Clien CHMC Start September 18, 2007
BH-2Location Pulang Pisau, Central Kalimantan
Project Power Plant of Pulang Pisau
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
Sep
tem
ber 1
8, 2
007
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
20,00 10 20 30 40 50
20,50 1 021,00 50 SPT 721,5022,00
23,0023,50 4 12 16 2824,00 15 15 15 30 SPT 8
25,00
26,0026,50 2 5 10 1526,95 15 15 15 30 SPT 9
28,00
29,0029,50 7 5 7 1230,00 15 15 15 30 SPT 10
31,00
32,00
33,00
34,00
35,00
36,00
37,00
38,00
39,00
40,00
NOTE : = SPT = UDS
Technical Report Geotechnical Engineer
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MT
Sand, brown, medium
NO
TE
Sep
tem
ber 1
9, 2
007
Blackish brown organic, very soft
Black organic, very soft
Clay, grey, very soft
Clien
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
Total Depth 30,00 m Operator MiskidiLocation Pulang Pisau, Central Kalimantan Finish September 19, 2007
CHMC Start September 18, 2007Point No.
BH-2Project Power Plant of Pulang Pisau GWL - 00,00 m
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
0,00 10 20 30 40 50
0,701,00
2,002,50 1 0 UDS 13,00 90 SPT 13,404,00
5,305,50 1 06,30 80 SPT 2
7,00
8,008,50 1 0 UDS 29,00 50 SPT 3
10,00
11,0011,50 1 0 UDS 312,00 50 SPT 4
13,00
14,0014,50 1 0 UDS 415,00 50 SPT 5
16,00
17,001 0
18,00 50 SPT 6
19,00
20,00
NOTE : = SPT = UDS
Sep
tem
ber 2
0, 2
007
Technical Report Geotechnical Engineer
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MT
Black organic, very soft
Clay, brown, very soft
Sand, grey, very loose
Clay, yellowish brown, very softClay, brown, very soft
NO
TE
Finish September 22, 2007Total Depth 65,00 m Operator Miskidi
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
GWL - 00,00 m Point No.Clien CHMC Start September 20, 2007
BH-3Location Pulang Pisau, Central Kalimantan
Project Power Plant of Pulang Pisau
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
20,00 10 20 30 40 50
20,50 1 021,00 50 SPT 7
22,00
23,0023,50 1 1 2 323,95 15 15 15 30 SPT 8
25,00
26,0026,50 5 4 2 626,95 15 15 15 30 SPT 9
28,00
29,0029,50 9 12 20 3229,95 15 15 15 30 SPT 10
31,00
32,0032,50 8 12 15 2732,95 15 15 15 30 SPT 11
34,00
35,0035,50 10 15 18 3335,95 15 15 15 30 SPT 12
37,00
38,0038,50 12 16 19 3538,95 15 15 15 30 SPT 13
40,00
NOTE : = SPT = UDS
Sep
tem
ber 2
0, 2
007
Sep
tem
ber 2
1, 2
007
Technical Report Geotechnical Engineer
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MT
Sand, greyish brown, dense
Sand, greyish brown, dense
Sand, brown, medium
Sand, greyish brown, dense
Sand, brown, dense
Sand, brown, loose
NO
TE
Clay + black organic, very soft
DES
CR
IPTI
ON
Clay, grey, very soft
Clien
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
Total Depth 65,00 m Operator MiskidiLocation Pulang Pisau, Central Kalimantan Finish September 22, 2007
CHMC Start September 20, 2007Point No.
BH-3Project Power Plant of Pulang Pisau GWL - 00,00 m
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
40,00 10 20 30 40 50
40,50 8 14 17 3140,95 15 15 15 30 SPT 14
42,00
43,00
44,0044,50 8 8 9 1744,95 15 15 15 30 SPT 15
46,00
47,0047,50 6 11 17 2847,95 15 15 15 30 SPT 16
49,00
50,0050,50 9 14 19 3350,95 15 15 15 30 SPT 17
52,00
53,0053,50 10 22 31 > 5053,95 15 15 15 SPT 18
55,00
56,0056,50 6 7 8 1556,95 15 15 15 30 SPT 19
58,00
59,0059,50 15 34 25 > 5059,87 15 15 7 SPT 20
NOTE : = SPT = UDS
Project Power Plant of Pulang Pisau GWL - 00,00 m Point No.Clien CHMCLocation Pulang Pisau, Central Kalimantan Total Depth 65,00 m Operator Miskidi
Start September 20, 2007BH-3Finish September 22, 2007
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
NO
TE
Sep
tem
ber 2
1, 2
007
Sand, greyish brown, dense
Sand, greyish brown, medium
Sand, greyish brown, medium
Sand, greyish brown, dense
Sep
tem
ber 2
2, 2
007
Sand, yellowish brown, dense
Light coal (black organic), hardClay + blackish brown organic, stiff
Light coal (black organic), hard
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MTGeotechnical EngineerTechnical Report
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
59,87 10 20 30 40 50
61,00
62,0062,50 31 50 > 5062,75 15 10 SPT 21
64,0064,50 50 > 5065,00 14 SPT 22
66,00
67,00
68,00
69,00
70,00
71,00
72,00
73,00
74,00
75,00
76,00
77,00
78,00
79,00
80,00
NOTE : = SPT = UDS
Project Power Plant of Pulang Pisau GWL - 00,00 m Point No.Clien CHMCLocation Pulang Pisau, Central Kalimantan Total Depth 65,00 m Operator Miskidi
Start September 20, 2007BH-3Finish September 22, 2007
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
NO
TE
Sep
tem
ber 2
2, 2
007
Clay , blackish brown, hard
Light coal (black organic), hard
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MTTechnical Report Geotechnical Engineer
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
0,00 10 20 30 40 50
1,00
2,002,50 1 0 UDS 13,35 85 SPT 1
4,00
5,005,50 1 0 UDS 26,00 80 SPT 26,307,00
8,001 0
9,00 70 SPT 3
10,00
11,0011,50 1 0 UDS 312,00 50 SPT 4
13,00
14,0014,50 1 0 UDS 415,00 50 SPT 5
16,00
17,00 1 017,50 50 SPT 618,00
19,00
19,80
NOTE : = SPT = UDS
Sep
tem
ber 2
3, 2
007
Technical Report Geotechnical Engineer
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MT
Clay, brown, very soft
Less sandy clay, brown, very soft
DES
CR
IPTI
ON
Clay, brown, very soft
NO
TE
Finish September 26, 2007Total Depth 65,00 m Operator Miskidi
BORING LOG
DA
TE
DEP
TH
Point No.Clien CHMC Start September 23, 2007
BH-4Location Pulang Pisau, Central Kalimantan
Project Power Plant of Pulang Pisau
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
GWL
NO
. SA
MPL
E
LOG
- 00,60 m
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
19,80 10 20 30 40 50
20,50 1 021,00 50 SPT 7
22,00
23,0023,50 1 024,10 60 SPT 824,5025,00
26,0026,50 8 11 9 2026,95 15 15 15 30 SPT 9
28,00
29,0029,50 10 10 11 2129,95 15 15 15 30 SPT 10
31,00
32,0032,50 9 14 15 2932,95 15 15 15 30 SPT 11
34,00
35,0035,50 11 15 17 3235,95 15 15 15 30 SPT 12
37,00
38,0038,50 9 14 14 2838,95 15 15 15 30 SPT 13
40,00
NOTE : = SPT = UDS
Sep
tem
ber 2
4, 2
007
Total Depth
Project
Technical Report
Sand, brown, medium
Geotechnical Engineer
Counted by :
Bony W Rakhman, SST Yusti Yudiawati, MT
Checked by :
Sand, brown, dense
Sand, brown, medium
Sand, brown, medium
Sand, brown, medium
NO
TE
Blackish brown organic, very soft
DES
CR
IPTI
ON
Clay, grey, very soft
Clien
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
65,00 m Operator MiskidiLocation Pulang Pisau, Central Kalimantan Finish September 26, 2007
CHMC Start September 23, 2007Point No.
BH-4Power Plant of Pulang Pisau GWL - 00,60 m
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
40,00 10 20 30 40 50
41,0041,50 1 3 8 1141,95 15 15 15 30 SPT 14
43,00
44,0044,50 2 5 9 1444,95 15 15 15 30 SPT 15
46,00
47,0047,50 4 5 7 1247,95 15 15 15 30 SPT 16
49,00
50,0050,50 4 6 8 1450,95 15 15 15 30 SPT 17
52,00
53,0053,50 13 25 29 > 5053,88 15 15 15 SPT 18
55,00
56,0056,50 8 10 13 2356,95 15 15 15 30 SPT 19
58,00
59,0059,50 12 26 30 > 5059,90 15 15 15 SPT 20
NOTE : = SPT = UDS
Sep
tem
ber 2
5, 2
007
Project Power Plant of Pulang Pisau GWL - 00,60 m Point No.
LocationTotal Depth
Start September 23, 2007BH-4Pulang Pisau, Central Kalimantan Finish September 26, 2007
65,00 m Operator Miskidi
CHMCClien
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
NO
TE
Sand, brown, medium
Sand, brown, medium
Sand, grey, medium
Clay, grey, stiff
Light coal (black organic), hard
Clay + blackish brown organic, very stiff
Clay, blackish grey, very stiff
Light coal (black organic), hard
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MTTechnical Report Geotechnical Engineer
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
59,90 10 20 30 40 50
61,00
62,0062,50 29 54 > 5062,78 15 13 SPT 21
64,0053 > 50
65,00 13 SPT 22
66,00
67,00
68,00
69,00
70,00
71,00
72,00
73,00
74,00
75,00
76,00
77,00
78,00
79,00
80,00
NOTE : = SPT = UDS
Project Power Plant of Pulang Pisau GWL - 00,60 m Point No.
LocationTotal Depth
Start September 23, 2007BH-4Pulang Pisau, Central Kalimantan Finish September 26, 2007
65,00 m Operator Miskidi
CHMCClien
BORING LOG
DA
TE
DEP
TH
N -
SPT
SPT
GR
APH
IC
KIN
D O
F TE
ST
NO
. SA
MPL
E
LOG
DES
CR
IPTI
ON
NO
TE
Sep
tem
ber 2
6, 2
007
Light coal (black organic), hard
Counted by : Checked by :
Bony W Rakhman, SST Yusti Yudiawati, MTGeotechnical EngineerTechnical Report
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
Depth(m)
FinishTotal Depth Operator
HB-1Miskidi
Pulang Pisau, Central Kalimantan03,00 m
Yusti Yudiawati, MTBony W Rakhman, SSTGeotechnical EngineerTechnical Report
Checked by :Reported by :
-4,00
-3,50
Clay and Silt + organic, brown
Clay, brown
Clay + organic, brown
BORING LOGTYPE : IWAN POST HOLE AUGER
Point No.+ 02,50 mSeptember 14, 2007September 14, 2007
Project
-1,50
-2,00
-2,50
2,50
-1,00
Location
2,00
1,50
1,00
-3,00
Water
GWL
0,00
-0,50
LOG DESCRIPTION
0,50
Start
3,00
Power Plant Pulang Pisau
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
1 07,0012,0017,00
2 07,0011,3017,15
3 07,3012,0016,30
4 07,3012,2017,00
5 07,0011,3016,40
12
26
1715
September 23, 2007
September 22, 2007
September 21, 2007
34September 20, 2007
47
Time
60
46
51
Power Plant Pulang Pisau
10
Project
Location
No.
18
20
GWL
Date
141210
centimeter
Point No.- 00,60 mSeptember 19, 2007September 23, 2007
centimetercentimeter
centimetercentimetercentimeter
September 19, 2007
Elevation
centimetercentimetercentimeter
centimetercentimetercentimeter
centimetercentimetercentimeter
Reported by :
FinishTotal Depth Operator
BH-1Miskidi
Pulang Pisau, Central Kalimantan65,50 m
Start
Technical Report
Checked by :
Yusti Yudiawati, MTGeotechnical Engineer
Bony W Rakhman, SST
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantClient : China National Heavy Machinery Corporation (CHMC)Location : Pulang Pisau, Central Kalimantan
BH-1 BH-1 BH-1 BH-15,00 - 5,50 m 8,00 - 8,50 m 11,0 - 11,5 m 14,0 - 14,5 m
1 Water Content w ( % ) 87,28 90,20 85,17 77,422 Unit Weight γ (Kg/cm3) 1,46 1,43 1,47 1,513 Specific Gravity Gs 2,43 2,37 2,51 2,444 Liquid Limit LL ( % ) 51,20 48,80 52,00 51,00
Plastic Limit PL ( % ) 39,27 39,61 36,56 39,41Indeks Plastic PI ( % ) 11,93 9,19 15,44 11,59
5 Gradation0,75 19,1 mm 100,00 100,00 100,00 100,00
0,375 9,5 mm 100,00 100,00 100,00 100,004 4,75 mm 100,00 100,00 100,00 100,008 2,36 mm 100,00 100,00 100,00 100,00
10 2 mm 100,00 100,00 100,00 100,0040 0,425 mm 100,00 93,83 96,03 100,00100 0,15 mm 100,00 58,72 51,67 100,00200 0,075 mm 100,00 29,41 22,64 100,00
6 Direct Shear c (Kg/cm2) 0,01 0,08 0,15 0,19φ ( ˚ ) 13,00 26,00 26,00 18,00
7 UCS qu qu (Kg/cm2) 0,049 0,060 0,092 0,062cu cu (Kg/cm2) 0,025 0,030 0,046 0,031qr qr (Kg/cm2) 0,038 0,047 0,078 0,045Sensitivity (St) 1,289 1,277 1,179 1,378
8 Consolidation Cc 0,469 0,805 0,778 0,462Cs 0,054 0,093 0,130 0,048Cv cm2/sec 8,17E-03 8,17E-03 8,17E-03 8,17E-03k cm/sec 9,81E-07 8,43E-07 4,39E-07 5,15E-07e 2,021 2,136 2,318 1,862n 0,669 0,681 0,699 0,651
Soil Classification (Unified Soil Classification System) OH CL MH OH
September 25, 2007
Yusti Yudiawati, ST, MTGeotechnical Engineer
KIND of TEST
CONCLUSION of SOIL INVESTIGATION ( BH-1 )
NOINVESTIGATION RESULT
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 52,90 51,70Cont. Weight + Dry Soil Gr 32,20 31,90Water Weight Gr 20,70 19,80Container Weight Gr 8,90 8,80Weight Dry Gr 23,30 23,10WATER CONTENT % 88,84 85,71Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 258 257,4W Ring Gr 159,1 159,1W wet soil Gr 98,9 98,3Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,47 1,46Average Gr/Cm3 1,46
UNIT WEIGHT
WATER CONTENT
87,28
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 44,00 48,60Cont. Weight + Dry Soil Gr 27,90 29,80Water Weight Gr 16,10 18,80Container Weight Gr 10,10 8,90Weight Dry Gr 17,80 20,90WATER CONTENT % 90,45 89,95Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 255,6 255,1W Ring Gr 159,1 159,1W wet soil Gr 96,5 96,0Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,43 1,43Average Gr/Cm3
WATER CONTENT
90,20
UNIT WEIGHT
1,43
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 35,20 39,60Cont. Weight + Dry Soil Gr 23,00 25,50Water Weight Gr 12,20 14,10Container Weight Gr 8,80 8,80Weight Dry Gr 14,20 16,70WATER CONTENT % 85,92 84,43Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 258,5 258W Ring Gr 159,1 159,1W wet soil Gr 99,4 98,9Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,48 1,47Average Gr/Cm3
WATER CONTENT
85,17
UNIT WEIGHT
1,47
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 40,10 36,30Cont. Weight + Dry Soil Gr 26,60 24,20Water Weight Gr 13,50 12,10Container Weight Gr 8,90 8,80Weight Dry Gr 17,70 15,40WATER CONTENT % 76,27 78,57Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 260,7 260,2W Ring Gr 159,1 159,1W wet soil Gr 101,6 101,1Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,51 1,50Average Gr/Cm3
WATER CONTENT
77,42
UNIT WEIGHT
1,51
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 19, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,40 142,102 W Picno + Soil + Water, W2 T ° C 171,90 171,603 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 27,00 27,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,44 2,446 Correction, A 0,9983 0,99837 Gs (at 20ºC) = Gs (at TºC) x A 2,43 2,438 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
2,435
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 21, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,00 142,302 W Picno + Soil + Water, W2 T ° C 170,90 171,303 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,37 2,386 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,36 2,388 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
(AASHTO T - 100 - 74)
2,371
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 20, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,20 142,002 W Picno + Soil + Water, W2 T ° C 172,40 172,003 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,53 2,506 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,52 2,508 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,508
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,30 142,002 W Picno + Soil + Water, W2 T ° C 171,90 171,503 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,45 2,446 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,45 2,438 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,440
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 12, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 14 21 34 48 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 47,00 47,70 41,80 40,10 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 34,2 34,5 30,8 29,9 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 12,8 13,2 11,0 10,2 (5) W Container Gr(6) W Container Gr 10,30 9,00 8,80 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 23,90 25,50 22,00 21,10 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 53,56 51,76 50,00 48,34 (8) Plastic limit %
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
and Clay organic
Silt anorganic with high compresibility
51,2 39,27 11,93
LL PL PI
ATTERBERG LIMIT TEST
39,27
(ASTM D - 423 - 66 / ASTM D - 424 - 74)(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
7,509,00
19,1039,267
1C.1
35,6028,10
LIQUID LIMIT GRAPH
48495051525354
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 14 21 30 47 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 51,4 44,9 44,5 41,8 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 37,7 33,0 33,3 31,3 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 13,7 11,9 11,2 10,5 (5) W Container Gr(6) W Container Gr 10,30 8,90 10,30 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 27,40 24,10 23,00 22,50 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 50,00 49,38 48,70 46,67 (8) Plastic limit %
Silt organic with medium compressibility
and silt organic
48,8 39,61 9,19
39,61439,61
LL PL PI
31,008,20
10,3020,70
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
39,20
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
LIQUID LIMIT GRAPH
46
48
50
52
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 14 24 36 48 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 45,10 50,40 42,00 39,10 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 32,4 36,4 31,0 29,3 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 12,7 14,0 11,0 9,8 (5) W Container Gr(6) W Container Gr 8,90 10,40 8,90 8,90 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 23,50 26,00 22,10 20,40 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 54,04 53,85 49,77 48,04 (8) Plastic limit %
Silt anorganic with high compresibility
and Clay organic
LL PL PI
52 36,56 15,44
18,6036,55936,56
34,2027,406,808,80
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
LIQUID LIMIT GRAPH
47
48
49
50
51
52
53
54
55
56
1 10 100Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 15 21 36 46 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 46,50 46,20 42,20 36,80 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 34,1 33,4 31,2 27,5 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 12,4 12,8 11,0 9,3 (5) W Container Gr(6) W Container Gr 10,30 8,90 8,80 8,90 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 23,80 24,50 22,40 18,60 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 52,10 52,24 49,11 50,00 (8) Plastic limit %
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
37,2029,208,008,90
20,3039,40939,41
LL PL PI
51 39,41 11,59
Silt anorganic with high compresibility
and Clay organic
LIQUID LIMIT GRAPH
45
50
55
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,43
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % of fine grain Rcl L A D(minute) Tº C a Rcp x 100 (cm) (mm)
500,25 29 25 23,15 76,9623 26 12,20 0,0129 0,09010,5 29 25 23,15 76,9623 26 12,20 0,0129 0,06371 29 25 23,15 76,9623 26 12,20 0,0129 0,04512 29 24 22,15 73,6377 25 12,40 0,0129 0,03215 29 23 21,15 70,3132 24 12,50 0,0129 0,020415 29 21 19,15 63,6642 22 12,90 0,0129 0,012030 29 19 17,15 57,0152 20 13,20 0,0129 0,008660 28 17 15,15 50,3662 18 13,50 0,0130 0,0062
240 28 15 13,15 43,7172 16 13,80 0,0130 0,00311440 28 13 11,15 37,0682 14 14,20 0,0130 0,00132880 28 11 9,15 30,4192 12 14,50 0,0130 0,0009
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
HYDROMETER TEST(AASHTO T - 88 - 72)(ASTM D - 422 - 72)
Curve: Distribution Grain Size
0
10
20
30
40
50
60
70
80
90
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l pas
ses
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,44
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % of fine grain Rcl L A D(minute) Tº C a Rcp x 100 (cm) (mm)
500,25 29 30 28,15 93,5848 31 11,40 0,0129 0,08710,5 29 30 28,15 93,5848 31 11,40 0,0129 0,06161 29 30 28,15 93,5848 31 11,40 0,0129 0,04362 29 29 27,15 90,2603 30 11,50 0,0129 0,03095 29 28 26,15 86,9358 29 11,70 0,0129 0,019715 29 27 25,15 83,6113 28 11,90 0,0129 0,011530 29 25 23,15 76,9623 26 12,20 0,0129 0,008260 29 23 21,15 70,3132 24 12,50 0,0129 0,0059
240 28 21 19,15 63,6642 22 12,90 0,0130 0,00301440 28 19 17,15 57,0152 20 13,20 0,0130 0,00122880 28 16 14,15 47,0417 17 13,70 0,0130 0,0009
(ASTM D - 422 - 72)
HYDROMETER TEST(AASHTO T - 88 - 72)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
Curve: Distribution Grain Size
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l pas
ses
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
W soil % weightNo. φ (mm) (gr) retained retained passes 3/4 19,10 0,00 0,00 0,00 100,000 3/8 9,500 0,00 0,00 0,00 100,000
4 4,750 0,00 0,00 0,00 100,0008 2,360 0,00 0,00 0,00 100,000
10 2,000 0,00 0,00 0,00 100,00040 0,425 22,60 6,17 6,17 93,834100 0,150 128,70 35,12 41,28 58,718200 0,075 107,40 29,30 70,59 29,413Pan 107,80 29,41
(ASTM C - 136 - 46)
Sieve % Kumulatif
Total weight 366,50
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SEIVE ANALISYS(AASHTO T - 27 - 74)
Curve: Distribution Grain Size
0
10
20
30
40
50
60
70
80
90
1000,0 0,1 1,0 10,0 100,0Diameter (mm)
Tota
l pas
ses
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
W soil % weightNo. φ (mm) (gr) retained retained passes 3/4 19,10 0,00 0,00 0,00 100,000 3/8 9,500 0,00 0,00 0,00 100,000
4 4,750 0,00 0,00 0,00 100,0008 2,360 0,00 0,00 0,00 100,000
10 2,000 0,00 0,00 0,00 100,00040 0,425 12,60 3,97 3,97 96,028100 0,150 140,70 44,36 48,33 51,671200 0,075 92,10 29,04 77,36 22,636Pan 71,80 22,64
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SEIVE ANALISYS(AASHTO T - 27 - 74)(ASTM C - 136 - 46)
Sieve % Kumulatif
Total weight 317,20
Curve: Distribution Grain Size
0
10
20
30
40
50
60
70
80
90
1000,0 0,1 1,0 10,0 100,0Diameter (mm)
Tota
l pas
ses
siev
e (%
)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(minute) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 0,60 0,25 0,40 0,17 0,50 0,210,50 0,316 1,00 0,42 0,80 0,34 1,00 0,42 0,101 0,0431,00 0,361 1,80 0,76 1,80 0,76 1,60 0,671,50 0,947 2,60 1,09 2,80 1,18 2,00 0,84 0,202 0,0562,00 1,262 3,20 1,34 3,40 1,43 2,80 1,182,50 1,578 3,20 1,34 4,20 1,76 3,40 1,43 0,304 0,0753,00 1,893 3,20 1,34 4,20 1,76 4,00 1,683,50 2,209 4,20 1,76 4,60 1,934,00 2,524 5,20 2,194,50 2,840 5,60 2,355,00 3,155 5,60 2,356,00 3,786 5,60 2,357,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,025 kg/cm2 φ = 6,5 °
DIRECT SHEAR TEST
( ASTM D - 3080 - 72)( AASHTO T - 236 - 72 )
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45Normal Stress (Kg/Cm2)
Shea
r Str
ess
(Kg/
Cm
2)
6,5 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(minute) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 0,60 0,25 1,20 0,50 2,00 0,840,50 0,316 1,00 0,42 2,40 1,01 3,00 1,26 0,101 0,0911,00 0,361 2,00 0,84 3,40 1,43 4,00 1,681,50 0,947 3,00 1,26 5,00 2,10 5,00 2,10 0,202 0,1532,00 1,262 3,80 1,60 6,00 2,52 6,00 2,522,50 1,578 4,60 1,93 7,40 3,11 8,00 3,36 0,304 0,2233,00 1,893 5,40 2,27 8,60 3,61 9,00 3,783,50 2,209 6,80 2,86 9,20 3,87 10,00 4,204,00 2,524 6,80 2,86 10,00 4,20 11,40 4,794,50 2,840 6,80 2,86 10,80 4,54 12,60 5,295,00 3,155 11,40 4,79 13,40 5,636,00 3,786 11,40 4,79 14,00 5,887,00 4,417 11,40 4,79 15,40 6,478,00 5,048 16,60 6,989,00 5,679 16,60 6,9810,00 6,310 16,60 6,9811,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,025 kg/cm2 φ = 29,5 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,000 0,050 0,100 0,150 0,200 0,250 0,300 0,350 0,400 0,450Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
29,5 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(minute) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 2,80 1,18 3,00 1,26 2,00 0,840,50 0,316 4,60 1,93 6,00 2,52 4,00 1,68 0,101 0,1051,00 0,361 5,60 2,35 7,80 3,28 7,00 2,941,50 0,947 6,40 2,69 8,60 3,61 8,80 3,70 0,202 0,1432,00 1,262 7,00 2,94 9,40 3,95 12,50 5,252,50 1,578 7,80 3,28 10,60 4,45 14,00 5,88 0,304 0,2153,00 1,893 7,80 3,28 10,60 4,45 15,00 6,303,50 2,209 7,80 3,28 10,60 4,45 16,00 6,724,00 2,524 16,00 6,724,50 2,840 16,00 6,725,00 3,1556,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,045 kg/cm2 φ = 22 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
22 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(minute) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,00 0,42 1,00 0,42 1,00 0,420,50 0,316 1,60 0,67 1,80 0,76 2,00 0,84 0,101 0,1181,00 0,361 2,20 0,92 2,60 1,09 3,00 1,261,50 0,947 3,00 1,26 3,60 1,51 5,00 2,10 0,202 0,1372,00 1,262 6,00 2,52 5,00 2,10 6,20 2,612,50 1,578 7,00 2,94 6,00 2,52 7,00 2,94 0,304 0,1563,00 1,893 8,00 3,36 7,00 2,94 7,60 3,193,50 2,209 8,80 3,70 8,20 3,45 8,60 3,614,00 2,524 8,80 3,70 9,00 3,78 9,80 4,124,50 2,840 8,80 3,70 10,20 4,29 10,40 4,375,00 3,155 10,20 4,29 11,60 4,876,00 3,786 10,20 4,29 11,60 4,877,00 4,417 11,60 4,878,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,095 kg/cm2 φ = 7,5 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,500
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
7,5 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0245 Kg/Cm2Volume : 67,314 Cm3 qu : 0,049 Kg/Cm3Weight : 98,9 Gr St : 1,289Unit Weight : 1,47 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Total CompressionReading Load Deformation strain Corrected Corrected Load Stress
(minute) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,6 0,35 0,004 0,996 17,779 0,3 0,0191,0 70 0,8 0,70 0,008 0,992 17,846 0,4 0,0251,5 105 1,0 1,05 0,011 0,989 17,914 0,5 0,0312,0 140 1,2 1,40 0,015 0,985 17,983 0,7 0,0372,5 175 1,4 1,75 0,019 0,981 18,052 0,8 0,0433,0 210 1,6 2,10 0,023 0,977 18,121 0,9 0,0493,5 245 1,8 2,45 0,026 0,974 18,191 1,0 0,0544,0 280 1,6 4,90 0,053 0,947 18,697 0,9 0,0474,5 315 1,4 3,15 0,034 0,966 18,333 0,8 0,0425,0 350 1,2 3,50 0,038 0,962 18,405 0,7 0,0365,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Undisturb
(AASHTO T - 208 - 70)UNCONFINED COMPRESSIVE STRENGTH
(ASTM D - 2166 - 66)
Time
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2166 - 66)
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
Undisturb (qu)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,000 0,020 0,040 0,060 0,080 0,100
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Remoulded (qr)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,000 0,020 0,040 0,060 0,080 0,100
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,019 Kg/Cm2Volume : 67,314 Cm3 qr : 0,038 Kg/Cm3Weight : 98,30 Gr St : 1,289Unit Weight : 1,46 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Tense Corrected Corrected Total Strain
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,4 0,35 0,004 0,996 17,779 0,2 0,0121,0 70 0,5 0,70 0,008 0,992 17,846 0,3 0,0151,5 105 0,7 1,05 0,011 0,989 17,914 0,4 0,0212,0 140 0,8 1,40 0,015 0,985 17,983 0,4 0,0242,5 175 1,0 1,75 0,019 0,981 18,052 0,5 0,0303,0 210 1,2 2,10 0,023 0,977 18,121 0,7 0,0363,5 245 1,4 2,45 0,026 0,974 18,191 0,8 0,0424,0 280 1,2 2,80 0,030 0,970 18,262 0,7 0,0364,5 315 1,0 3,15 0,034 0,966 18,333 0,5 0,0305,0 3505,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Remoulded
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,03 Kg/Cm2Volume : 67,314 Cm3 qu : 0,060 Kg/Cm3Weight : 96,5 Gr St : 1,277Unit Weight : 1,43 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Total CompressionReading Load Deformation strain Corrected Corrected Load Stress
(minute) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,5 0,35 0,004 0,996 17,779 0,3 0,0151,0 70 0,8 0,70 0,008 0,992 17,846 0,4 0,0251,5 105 1,0 1,05 0,011 0,989 17,914 0,5 0,0312,0 140 1,2 1,40 0,015 0,985 17,983 0,7 0,0372,5 175 1,4 1,75 0,019 0,981 18,052 0,8 0,0433,0 210 1,6 2,10 0,023 0,977 18,121 0,9 0,0493,5 245 1,8 2,45 0,026 0,974 18,191 1,0 0,0544,0 280 2,2 4,90 0,053 0,947 18,697 1,2 0,0654,5 315 2,0 3,15 0,034 0,966 18,333 1,1 0,0605,0 350 1,8 3,50 0,038 0,962 18,405 1,0 0,0545,5 385 1,6 3,85 0,041 0,959 18,477 0,9 0,0486,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Undisturb
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2166 - 66)
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
Kondisi Undisturb (qu)
0,000
0,010
0,020
0,030
0,040
0,050
0,060
0,070
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Kondisi Remoulded (qr)
0,000
0,010
0,020
0,030
0,040
0,050
0,060
0,070
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0235 Kg/Cm2Volume : 67,314 Cm3 qr : 0,047 Kg/Cm3Weight : 96 Gr St : 1,277Unit Weight : 1,43 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Tense Corrected Corrected Total Strain
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,5 0,70 0,008 0,992 17,846 0,3 0,0151,5 105 0,8 1,05 0,011 0,989 17,914 0,4 0,0252,0 140 1,0 1,40 0,015 0,985 17,983 0,5 0,0312,5 175 1,2 1,75 0,019 0,981 18,052 0,7 0,0373,0 210 1,4 2,10 0,023 0,977 18,121 0,8 0,0423,5 245 1,6 2,45 0,026 0,974 18,191 0,9 0,0484,0 280 1,8 2,80 0,030 0,970 18,262 1,0 0,0544,5 315 1,6 3,15 0,034 0,966 18,333 0,9 0,0485,0 350 1,4 3,50 0,038 0,962 18,405 0,8 0,0425,5 385 1,2 3,85 0,041 0,959 18,477 0,7 0,0366,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Remoulded
(ASTM D - 2166 - 66)
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,046 Kg/Cm2Volume : 67,314 Cm3 qu : 0,092 Kg/Cm3Weight : 99,4 Gr St : 1,179Unit Weight : 1,48 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Total CompressionReading Load Deformation strain Corrected Corrected Load Stress
(minute) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,5 0,35 0,004 0,996 17,779 0,3 0,0151,0 70 1,0 0,70 0,008 0,992 17,846 0,5 0,0311,5 105 1,2 1,05 0,011 0,989 17,914 0,7 0,0372,0 140 1,6 1,40 0,015 0,985 17,983 0,9 0,0492,5 175 2,0 1,75 0,019 0,981 18,052 1,1 0,0613,0 210 2,5 2,10 0,023 0,977 18,121 1,4 0,0763,5 245 2,8 2,45 0,026 0,974 18,191 1,5 0,0854,0 280 3,0 4,90 0,053 0,947 18,697 1,6 0,0884,5 315 3,2 3,15 0,034 0,966 18,333 1,8 0,0965,0 350 3,3 3,50 0,038 0,962 18,405 1,8 0,0995,5 385 3,0 3,85 0,041 0,959 18,477 1,6 0,0896,0 420 2,8 4,20 0,045 0,955 18,550 1,5 0,0836,5 455 2,6 4,55 0,049 0,951 18,623 1,4 0,0777,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Undisturb
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
UNCONFINED COMPRESSIVE STRENGTH
Kondisi Undisturb (qu)
0,00
0,02
0,04
0,06
0,08
0,10
0,12
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Kondisi Remoulded (qr)
0,00
0,02
0,04
0,06
0,08
0,10
0,12
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,039 Kg/Cm2Volume : 67,314 Cm3 qr : 0,078 Kg/Cm3Weight : 98,9 Gr St : 1,179Unit Weight : 1,47 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Tense Corrected Corrected Total Strain
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,3 0,35 0,004 0,996 17,779 0,2 0,0091,0 70 0,8 0,70 0,008 0,992 17,846 0,4 0,0251,5 105 1,0 1,05 0,011 0,989 17,914 0,5 0,0312,0 140 1,2 1,40 0,015 0,985 17,983 0,7 0,0372,5 175 1,4 1,75 0,019 0,981 18,052 0,8 0,0433,0 210 1,6 2,10 0,023 0,977 18,121 0,9 0,0493,5 245 2,0 2,45 0,026 0,974 18,191 1,1 0,0604,0 280 2,8 2,80 0,030 0,970 18,262 1,5 0,0844,5 315 3,0 3,15 0,034 0,966 18,333 1,6 0,0905,0 350 2,8 3,50 0,038 0,962 18,405 1,5 0,0845,5 385 2,6 3,85 0,041 0,959 18,477 1,4 0,0776,0 420 2,2 4,20 0,045 0,955 18,550 1,2 0,0656,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
(ASTM D - 2166 - 66)
Time
Remoulded
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,031 Kg/Cm2Volume : 67,314 Cm3 qu : 0,062 Kg/Cm3Weight : 101,6 Gr St : 1,378Unit Weight : 1,51 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Total CompressionReading Load Deformation strain Corrected Corrected Load Stress
(minute) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,5 0,70 0,008 0,992 17,846 0,3 0,0151,5 105 0,8 1,05 0,011 0,989 17,914 0,4 0,0252,0 140 1,0 1,40 0,015 0,985 17,983 0,5 0,0312,5 175 1,4 1,75 0,019 0,981 18,052 0,8 0,0433,0 210 1,8 2,10 0,023 0,977 18,121 1,0 0,0553,5 245 2,0 2,45 0,026 0,974 18,191 1,1 0,0604,0 280 2,2 4,90 0,053 0,947 18,697 1,2 0,0654,5 315 2,2 3,15 0,034 0,966 18,333 1,2 0,0665,0 350 2,0 3,50 0,038 0,962 18,405 1,1 0,0605,5 385 1,8 3,85 0,041 0,959 18,477 1,0 0,0546,0 420 1,6 4,20 0,045 0,955 18,550 0,9 0,0476,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Undisturb
Time
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Undisturb (qu)
0,00
0,02
0,04
0,06
0,08
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Remoulded (qr)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,07
0,08
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0225 Kg/Cm2Volume : 67,314 Cm3 qr : 0,045 Kg/Cm3Weight : 101,1 Gr St : 1,378Unit Weight : 1,50 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Tense Corrected Corrected Total Strain
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,4 0,70 0,008 0,992 17,846 0,2 0,0121,5 105 0,6 1,05 0,011 0,989 17,914 0,3 0,0182,0 140 0,8 1,40 0,015 0,985 17,983 0,4 0,0242,5 175 1,0 1,75 0,019 0,981 18,052 0,5 0,0303,0 210 1,4 2,10 0,023 0,977 18,121 0,8 0,0423,5 245 1,6 2,45 0,026 0,974 18,191 0,9 0,0484,0 280 1,8 2,80 0,030 0,970 18,262 1,0 0,0544,5 315 1,6 3,15 0,034 0,966 18,333 0,9 0,0485,0 350 1,4 3,50 0,038 0,962 18,405 0,8 0,0425,5 385 1,2 3,85 0,041 0,959 18,477 0,7 0,0366,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Remoulded
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 76,3 Height (Ho) Cm 1,4 0,96W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 2,021 1,067W wet soil Gr 59,4 33,8 Water content (w) % 164,000 50,222W dry soil (Ws) Gr 22,5 22,5 Saturated S = (w*Gs) % 197,583 114,581W water Gr 36,9 11,3 Specific Gravity (Gs) Gr/Cm3Water content (w) % 164,000 50,222 Coefficient compression CcUnit Weight Gr/Cm3 2,128 1,211 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,620 2,120 2,510 3,430 3,990 4,890 4,7409,6 detik 0,200 1,640 2,150 2,650 3,500 4,100
21,4 detik 0,280 1,650 2,160 2,720 3,540 4,16038,4 detik 0,370 1,660 2,170 2,770 3,570 4,210
1 menit 0,450 1,670 2,190 2,830 3,600 4,260 A = 19,942,25 menit 0,670 1,690 2,220 2,950 3,660 4,380 Ht = Ws/A.G
4 menit 0,840 1,710 2,250 3,040 3,700 4,480 = 0,4639 menit 1,110 1,740 2,290 3,160 3,750 4,600
16 menit 1,310 1,770 2,320 3,210 3,780 4,65025 menit 1,400 1,790 2,350 3,250 3,800 4,69036 menit 1,450 1,800 2,360 3,270 3,820 4,71049 menit 1,470 1,820 2,380 3,290 3,830 4,73024 jam 1,620 2,120 2,510 3,430 3,990 4,890 4,740 4,420
0,469 0,054
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
2,43
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/detikPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9366 2,0210 0,0000,1620 1,3190
0,25 0,1620 1,2380 0,7746 1,6714 49,840 0,0083 0,0500 1,2130
0,5 0,2120 1,1880 0,7246 1,5636 51,875 0,0080 0,0390 1,1685
1 0,2510 1,1490 0,6856 1,4794 49,840 0,0083 0,0920 1,1030
2 0,3430 1,0570 0,5936 1,2809 51,875 0,0080 0,0560 1,0290
4 0,3990 1,0010 0,5376 1,1600 49,840 0,0083 0,0900 0,9560
8 0,4890 0,9110 0,4476 0,9658 51,875 0,0080 (0,0150) 0,9185
2 0,4740 0,9260 0,4626 0,9982 (0,0320) 0,9420
0,25 0,4420 0,9580 0,4946 1,0672 (0,4420) 0,4790
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/det (cm/det)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1620 0,1309 0,5234 0,0083 4,36E-06
0,25 1,2380 0,0500 0,0421 0,0842 0,0080 6,74E-07
0,50 1,1880 0,0390 0,0339 0,0339 0,0083 2,83E-07
1,00 1,1490 0,0920 0,0870 0,0435 0,0080 3,49E-07
2,00 1,0570 0,0560 0,0559 0,0140 0,0083 1,17E-07
4,00 1,0010 0,0900 0,0988 0,0123 0,0080 9,89E-08
8,00 0,9110 Rata-rata 0,1186 0,0082 9,81E-07
∆H (cm)Pressure
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2435 - 70)
K O N S O L I D A S I(AASHTO T - 216 - 74)
Pressure Vs e
0,50,70,91,11,31,51,71,9
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 75,3 Height (Ho) Cm 1,4 0,94W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 2,136 1,099W wet soil Gr 58,4 32,8 Water content (w) % 176,777 55,450W dry soil (Ws) Gr 21,1 21,1 Saturated S = (w*Gs) % 196,156 119,593W water Gr 37,3 11,7 Specific Gravity (Gs) Gr/Cm3Water content (w) % 176,777 55,450 Coefficient compression CcUnit Weight Gr/Cm3 2,092 1,175 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,140 1,600 2,250 3,180 5,570 6,550 6,3009,6 detik 0,070 1,160 1,650 2,320 3,530 5,700
21,4 detik 0,100 1,170 1,660 2,340 3,560 5,74038,4 detik 0,130 1,190 1,680 2,370 3,580 5,770
1 menit 0,170 1,200 1,700 2,390 3,610 5,810 A = 19,942,25 menit 0,260 1,220 1,740 2,460 3,780 5,910 Ht = Ws/A.G
4 menit 0,340 1,240 1,780 2,510 3,900 5,980 = 0,4469 menit 0,530 1,290 1,860 2,630 4,090 6,040
16 menit 0,670 1,330 1,870 2,720 5,210 6,10025 menit 0,790 1,360 1,980 2,790 5,290 6,18036 menit 0,870 1,390 2,010 2,830 5,320 6,27049 menit 0,910 1,410 2,040 2,850 5,360 6,34024 jam 1,140 1,600 2,250 3,180 5,570 6,550 6,300 4,630
(ASTM D - 2435 - 70)
2,370,805 0,093
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/detikPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9536 2,1364 0,0000,1140 1,3430
0,25 0,1140 1,2860 0,8396 1,8810 49,840 0,0083 0,0460 1,2630
0,5 0,1600 1,2400 0,7936 1,7779 51,875 0,0080 0,0650 1,2075
1 0,2250 1,1750 0,7286 1,6323 51,875 0,0080 0,0930 1,1285
2 0,3180 1,0820 0,6356 1,4240 49,840 0,0083 0,2390 0,9625
4 0,5570 0,8430 0,3966 0,8885 51,875 0,0080 0,0980 0,7940
8 0,6550 0,7450 0,2986 0,6690 49,840 0,0083 (0,0250) 0,7575
2 0,6300 0,7700 0,3236 0,7250 (0,1670) 0,8535
0,25 0,4630 0,9370 0,4906 1,0991 (0,4630) 0,4685
(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec (cm/sec)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1140 0,0886 0,3546 0,0083 2,96E-06
0,25 1,2860 0,0460 0,0371 0,0742 0,0080 5,94E-07
0,50 1,2400 0,0650 0,0553 0,0553 0,0080 4,43E-07
1,00 1,1750 0,0930 0,0860 0,0430 0,0083 3,58E-07
2,00 1,0820 0,2390 0,2835 0,0709 0,0080 5,68E-07
4,00 0,8430 0,0980 0,1315 0,0164 0,0083 1,37E-07
8,00 0,7450 Rata-rata 0,1024 0,0082 8,43E-07
Pressure∆H (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
K O N S O L I D A S I
Pressure Vs e
0
0,5
1
1,5
2
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 75,3 Height (Ho) Cm 1,4 0,97W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 2,318 1,301W wet soil Gr 58,4 31,7 Water content (w) % 176,777 50,237W dry soil (Ws) Gr 21,1 21,1 Saturated S = (w*Gs) % 191,263 96,825W water Gr 37,3 10,6 Specific Gravity (Gs) Gr/Cm3Water content (w) % 176,777 50,237 Coefficient compression CcUnit Weight Gr/Cm3 2,092 1,136 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 0,420 0,660 1,360 2,530 3,820 5,360 5,0309,6 detik 0,070 0,430 0,700 1,420 2,600 3,950
21,4 detik 0,090 0,440 0,720 1,450 2,640 4,19038,4 detik 0,110 0,450 0,740 1,470 2,680 4,260
1 menit 0,130 0,460 0,760 1,500 2,730 4,330 A = 19,942,25 menit 0,180 0,470 0,810 1,590 2,810 4,490 Ht = Ws/A.G
4 menit 0,220 0,480 0,840 1,650 2,900 4,610 = 0,4229 menit 0,280 0,500 0,915 1,790 3,170 4,800
16 menit 0,310 0,520 0,980 1,920 3,210 4,94025 menit 0,340 0,530 1,020 2,020 3,320 5,03036 menit 0,370 0,540 1,060 2,090 3,390 5,09049 menit 0,380 0,550 1,080 2,140 3,420 5,13024 jam 0,420 0,660 1,360 2,530 3,820 5,360 5,030 4,290
(ASTM D - 2435 - 70)
2,51
K O N S O L I D A S I(AASHTO T - 216 - 74)
0,778 0,130
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9780 2,3177 0,0000,0420 1,3790
0,25 0,0420 1,3580 0,9360 2,2182 49,840 0,0083 0,0240 1,3460
0,5 0,0660 1,3340 0,9120 2,1613 51,875 0,0080 0,0700 1,2990
1 0,1360 1,2640 0,8420 1,9954 49,840 0,0083 0,1170 1,2055
2 0,2530 1,1470 0,7250 1,7181 51,875 0,0080 0,1290 1,0825
4 0,3820 1,0180 0,5960 1,4124 49,840 0,0083 0,1540 0,9410
8 0,5360 0,8640 0,4420 1,0475 51,875 0,0080 (0,0330) 0,8805
2 0,5030 0,8970 0,4750 1,1257 (0,0740) 0,9340
0,25 0,4290 0,9710 0,5490 1,3010 (0,4290) 0,4855
(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec (cm/sec)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,0420 0,0309 0,1237 0,0083 1,03E-06
0,25 1,3580 0,0240 0,0180 0,0360 0,0080 2,88E-07
0,50 1,3340 0,0700 0,0554 0,0554 0,0083 4,62E-07
1,00 1,2640 0,1170 0,1020 0,0510 0,0080 4,09E-07
2,00 1,1470 0,1290 0,1267 0,0317 0,0083 2,64E-07
4,00 1,0180 0,1540 0,1782 0,0223 0,0080 1,78E-07
8,00 0,8640 Rata-rata 0,0533 0,0082 4,39E-07
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm)Pressure
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2435 - 70)
K O N S O L I D A S I(AASHTO T - 216 - 74)
Pressure Vs e
0,6
1,1
1,6
2,1
2,6
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 76,6 Height (Ho) Cm 1,4 1,03W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 1,862 1,112W wet soil Gr 59,7 36,1 Water content (w) % 150,840 51,681W dry soil (Ws) Gr 23,8 23,8 Saturated S = (w*Gs) % 197,658 113,420W water Gr 35,9 12,3 Specific Gravity (Gs) Gr/Cm3Water content (w) % 150,840 51,681 Coefficient compression CcUnit Weight Gr/Cm3 2,139 1,293 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 0,810 1,060 1,460 2,060 3,280 4,210 4,0709,6 detik 0,120 0,830 1,110 1,530 2,170 3,370
21,4 detik 0,160 0,840 1,120 1,550 2,230 3,41038,4 detik 0,180 0,850 1,130 1,570 2,270 3,440
1 menit 0,200 0,856 1,140 1,590 2,320 3,470 A = 19,942,25 menit 0,280 0,860 1,170 1,640 2,450 3,570 Ht = Ws/A.G
4 menit 0,330 0,870 1,200 1,690 2,540 3,650 = 0,4899 menit 0,460 0,900 1,250 1,770 2,750 3,790
16 menit 0,570 0,920 1,290 1,830 2,890 3,89025 menit 0,630 0,935 1,310 1,870 2,980 3,95036 menit 0,670 0,950 1,325 1,890 3,030 3,98049 menit 0,700 0,970 1,340 1,910 3,060 4,02024 jam 0,810 1,060 1,460 2,060 3,280 4,210 4,070 3,670
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
2,440,462 0,048
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9109 1,8621 0,0000,0810 1,3595
0,25 0,0810 1,3190 0,8299 1,6965 51,875 0,0080 0,0250 1,3065
0,5 0,1060 1,2940 0,8049 1,6454 49,840 0,0083 0,0400 1,2740
1 0,1460 1,2540 0,7649 1,5637 51,875 0,0080 0,0600 1,2240
2 0,2060 1,1940 0,7049 1,4410 49,840 0,0083 0,1220 1,1330
4 0,3280 1,0720 0,5829 1,1916 49,840 0,0083 0,0930 1,0255
8 0,4210 0,9790 0,4899 1,0015 51,875 0,0080 (0,0140) 0,9860
2 0,4070 0,9930 0,5039 1,0301 (0,0400) 1,0130
0,25 0,3670 1,0330 0,5439 1,1119 (0,3670) 0,5165
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec (cm/sec)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,0810 0,0614 0,2456 0,0080 1,97E-06
0,25 1,3190 0,0250 0,0193 0,0386 0,0083 3,22E-07
0,50 1,2940 0,0400 0,0319 0,0319 0,0080 2,56E-07
1,00 1,2540 0,0600 0,0503 0,0251 0,0083 2,09E-07
2,00 1,1940 0,1220 0,1138 0,0285 0,0083 2,37E-07
4,00 1,0720 0,0930 0,0950 0,0119 0,0080 9,51E-08
8,00 0,9790 Rata-rata 0,0636 0,0082 5,15E-07
Pressure∆H (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Tested by : Mashudi, SSTSample No. : BH-1 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
K O N S O L I D A S I
Pressure Vs e
0,700,901,101,301,501,701,90
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power Plant
Location : Pulang Pisau, Central Kalimantan
BH-2 BH-2 BH-2 BH-202,00 - 02,50 m 05,00 - 05,50 m 11,00 - 11,50 m 14,00 - 14,500 m
1 Water Content ( % ) 107,20 86,90 94,72 76,672 Unit Weight (Kg/cm3) 1,38 1,45 1,44 1,453 Specifyc Gravity Gs 2,30 2,38 2,51 2,354 Liquid Limit ( % ) 53,40 52,00 53,60 56,00
Plastic Limit ( % ) 41,35 42,21 50,30 48,04Indeks Plastic 12,05 9,79 3,30 7,96
5 Gradation0,75 19,1 mm 100,00 100,00 100,00 100,00
0,375 9,5 mm 100,00 100,00 100,00 100,004 4,75 mm 100,00 100,00 100,00 100,008 2,36 mm 100,00 100,00 100,00 100,00
10 2 mm 100,00 100,00 100,00 100,0040 0,425 mm 100,00 100,00 100,00 100,00100 0,15 mm 100,00 100,00 100,00 100,00200 0,075 mm 100,00 100,00 100,00 100,00
6 Direct Shear c (Kg/cm2) 0,045 0,035 0,045 0,055φ ( ˚ ) 6,00 14,00 14,50 9,50
7 Unconfined Compresive Strenght qu (Kg/cm2) 0,035 0,056 0,068 0,031qr (Kg/cm2) 0,025 0,041 0,049 0,027Sensitivity (St) 1,386 1,366 1,388 1,148
8 Consolidation Cc 0,647 0,498 0,774 0,469Cs 0,091 0,073 0,082 0,098Cv 8,12E-03 8,17E-03 8,17E-03 8,12E-03k 9,47E-07 7,36E-07 6,59E-07 7,23E-07e 2,320 1,922 2,448 1,754
Porocity ( n ) 0,699 0,658 0,710 0,637
Soil Classification (Unified Soil Classification System) MH MH MH OH
October 01, 2007
Yusti Yudiawati, ST, MTGeotechnical Engineer
KIND of TEST
CONCLUSION of SOIL INVESTIGATION ( BH-2 )
NOINVESTIGATION RESULT
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 45,10 42,70Cont. Weight + Dry Soil Gr 26,90 25,20Water Weight Gr 18,20 17,50Container Weight Gr 10,00 8,80Weight Dry Gr 16,90 16,40WATER CONTENT % 107,69 106,71Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 251,9 251,5W Ring Gr 159,1 159,1W wet soil Gr 92,8 92,4Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,38 1,37Average Gr/Cm3 1,38
UNIT WEIGHT
WATER CONTENT
107,20
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 49,50 49,40Cont. Weight + Dry Soil Gr 30,60 30,50Water Weight Gr 18,90 18,90Container Weight Gr 8,80 8,80Weight Dry Gr 21,80 21,70WATER CONTENT % 86,70 87,10Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 256,7 256,2W Ring Gr 159,1 159,1W wet soil Gr 97,6 97,1Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,45 1,44Average Gr/Cm3
WATER CONTENT
86,90
UNIT WEIGHT
1,45
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 48,90 39,60Cont. Weight + Dry Soil Gr 29,50 24,50Water Weight Gr 19,40 15,10Container Weight Gr 8,70 8,80Weight Dry Gr 20,80 15,70WATER CONTENT % 93,27 96,18Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 256,3 256W Ring Gr 159,1 159,1W wet soil Gr 97,2 96,9Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,44 1,44Average Gr/Cm3
WATER CONTENT
94,72
UNIT WEIGHT
1,44
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 55,00 49,60Cont. Weight + Dry Soil Gr 34,90 31,90Water Weight Gr 20,10 17,70Container Weight Gr 8,70 8,80Weight Dry Gr 26,20 23,10WATER CONTENT % 76,72 76,62Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 256,9 256,2W Ring Gr 159,1 159,1W wet soil Gr 97,8 97,1Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,45 1,44Average Gr/Cm3
WATER CONTENT
76,67
UNIT WEIGHT
1,45
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 27, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 141,90 142,102 W Picno + Soil + Water, W2 T ° C 170,00 170,503 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 27,00 27,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,28 2,316 Correction, A 0,9983 0,99837 Gs (at 20ºC) = Gs (at TºC) x A 2,28 2,318 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
2,295
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 141,80 142,002 W Picno + Soil + Water, W2 T ° C 170,80 171,003 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,38 2,386 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,38 2,388 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,376
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 20, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,20 142,002 W Picno + Soil + Water, W2 T ° C 172,40 172,003 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,53 2,506 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,52 2,508 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,508
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 29, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,60 142,302 W Picno + Soil + Water, W2 T ° C 171,30 171,103 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,35 2,366 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,34 2,358 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,348
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 12, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 13 21 31 43 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 42,20 38,00 44,10 42,60 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 30,2 27,8 31,9 31,2 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 12,0 10,2 12,2 11,4 (5) W Container Gr(6) W Container Gr 8,90 8,80 8,90 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 21,30 19,00 23,00 22,40 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 56,34 53,68 53,04 50,89 (8) Plastic limit %
1C.1
38,2029,60
PI
ATTERBERG LIMIT TEST
41,35
(ASTM D - 423 - 66 / ASTM D - 424 - 74)(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
8,608,80
20,8041,346
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
and Clay organic
Silt anorganic with high compresibility
53,4 41,35 12,05
LL PLLIQUID LIMIT GRAPH
5051525354555657
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 16 10 30 41 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 47,4 41,7 39,0 43,6 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 34,3 30,2 29,1 32,1 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 13,1 11,5 9,9 11,5 (5) W Container Gr(6) W Container Gr 10,20 8,90 10,30 8,90 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 24,10 21,30 18,80 23,20 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 54,36 53,99 52,66 49,57 (8) Plastic limit %
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
37,3028,908,409,00
19,9042,21142,21
LL PL PI
52 42,21 9,79
Silt anorganic with high compresibility
and Clay organic
LIQUID LIMIT GRAPH
48
50
52
54
56
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 14 26 33 46 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 39,60 42,70 44,30 42,80 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 28,6 30,9 32,1 31,3 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 11,0 11,8 12,2 11,5 (5) W Container Gr(6) W Container Gr 8,80 8,90 8,80 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 19,80 22,00 23,30 22,50 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 55,56 53,64 52,36 51,11 (8) Plastic limit %
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
34,4025,908,509,00
16,9050,29650,30
LL PL PI
53,6 50,30 3,30
Silt anorganic with high compresibility
and Clay organic
LIQUID LIMIT GRAPH
50
51
52
53
54
55
56
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 13 24 34 46 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 35,20 42,30 44,20 43,00 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 25,1 30,5 32,0 31,1 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 10,1 11,8 12,2 11,9 (5) W Container Gr(6) W Container Gr 8,80 8,80 8,80 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 16,30 21,70 23,20 22,30 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 61,96 54,38 52,59 53,36 (8) Plastic limit %
Silt anorganic with high compresibility
and Clay organic
56 48,04 7,96
48,04548,04
LL PL PI
26,808,608,90
17,90
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
35,40
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
LIQUID LIMIT GRAPH
50
55
60
65
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,30
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % refined grain Rcl L A D(menit) Tº C a Rcp x 100 (cm) (mm)
500,25 29 28 26,15 86,9358 29 11,70 0,0129 0,08820,5 29 28 26,15 86,9358 29 11,70 0,0129 0,06241 29 28 26,15 86,9358 29 11,70 0,0129 0,04412 29 27 25,15 83,6113 28 11,90 0,0129 0,03155 29 26 24,15 80,2868 27 12,00 0,0129 0,020015 29 24 22,15 73,6377 25 12,40 0,0129 0,011730 29 21 19,15 63,6642 22 12,90 0,0129 0,008560 29 19 17,15 57,0152 20 13,20 0,0129 0,0061
240 28 16 14,15 47,0417 17 13,70 0,0130 0,00311440 28 14 12,15 40,3927 15 14,00 0,0130 0,00132880 28 12 10,15 33,7437 13 14,30 0,0130 0,0009
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
HYDROMETER TEST(AASHTO T - 88 - 72)(ASTM D - 422 - 72)
Curve: Distribute Grain Size
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l slip
off
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,38
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % refined grain Rcl L A D(menit) Tº C a Rcp x 100 (cm) (mm)
500,25 28 29 27,15 90,2603 30 11,50 0,0130 0,08820,5 28 29 27,15 90,2603 30 11,50 0,0130 0,06231 28 29 27,15 90,2603 30 11,50 0,0130 0,04412 28 29 27,15 90,2603 30 11,50 0,0130 0,03125 28 28 26,15 86,9358 29 11,70 0,0130 0,019915 28 26 24,15 80,2868 27 12,00 0,0130 0,011630 28 24 22,15 73,6377 25 12,40 0,0130 0,008460 28 22 20,15 66,9887 23 12,70 0,0130 0,0060
240 28 19 17,15 57,0152 20 13,20 0,0130 0,00301440 27 17 15,15 50,3662 18 13,50 0,0132 0,00132880 27 14 12,15 40,3927 15 14,00 0,0132 0,0009
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
(ASTM D - 422 - 72)
HYDROMETER TEST(AASHTO T - 88 - 72)
Curve: Distribute Grain Size
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l slip
off
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,51
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % refined grain Rcl L A D(menit) Tº C a Rcp x 100 (cm) (mm)
500,25 29 27 25,15 83,6113 28 11,90 0,0129 0,08900,5 29 27 25,15 83,6113 28 11,90 0,0129 0,06291 29 27 25,15 83,6113 28 11,90 0,0129 0,04452 29 26 24,15 80,2868 27 12,00 0,0129 0,03165 29 25 23,15 76,9623 26 12,20 0,0129 0,020215 29 24 22,15 73,6377 25 12,40 0,0129 0,011730 29 23 21,15 70,3132 24 12,50 0,0129 0,008360 29 22 20,15 66,9887 23 12,70 0,0129 0,0059
240 28 21 19,15 63,6642 22 12,90 0,0130 0,00301440 28 19 17,15 57,0152 20 13,20 0,0130 0,00122880 28 16 14,15 47,0417 17 13,50 0,0130 0,0009
(ASTM D - 422 - 72)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
HYDROMETER TEST(AASHTO T - 88 - 72)
Curve: Distribute Grain Size
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l slip
off
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,35
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % refined grain Rcl L A D(menit) Tº C a Rcp x 100 (cm) (mm)
500,25 29 29 27,15 90,2603 30 11,50 0,0129 0,08750,5 29 29 27,15 90,2603 30 11,50 0,0129 0,06191 29 29 27,15 90,2603 30 11,50 0,0129 0,04372 29 28 26,15 86,9358 29 11,70 0,0129 0,03125 29 27 25,15 83,6113 28 11,90 0,0129 0,019915 29 25 23,15 76,9623 26 12,20 0,0129 0,011630 29 23 21,15 70,3132 24 12,50 0,0129 0,008360 29 20 18,15 60,3397 21 13,00 0,0129 0,0060
240 28 18 16,15 53,6907 19 13,30 0,0130 0,00311440 28 16 14,15 47,0417 17 13,70 0,0130 0,00132880 28 13 11,15 37,0682 14 14,20 0,0130 0,0009
(ASTM D - 422 - 72)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
HYDROMETER TEST(AASHTO T - 88 - 72)
Curve: Distribute Grain Size
0102030405060708090
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l slip
off
siev
e (%
)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(menit) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 0,20 0,08 0,10 0,04 0,20 0,080,50 0,316 0,40 0,17 0,20 0,08 0,40 0,17 0,101 0,0561,00 0,361 0,60 0,25 0,40 0,17 0,70 0,291,50 0,947 1,00 0,42 0,80 0,34 1,00 0,42 0,202 0,0672,00 1,262 1,80 0,76 1,60 0,67 2,00 0,842,50 1,578 2,40 1,01 2,20 0,92 2,80 1,18 0,304 0,0813,00 1,893 3,00 1,26 3,20 1,34 3,80 1,603,50 2,209 3,60 1,51 4,20 1,76 4,40 1,854,00 2,524 4,20 1,76 5,00 2,10 5,20 2,194,50 2,840 4,20 1,76 5,00 2,10 6,00 2,525,00 3,155 4,20 1,76 5,00 2,10 6,00 2,526,00 3,786 6,00 2,527,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,045 kg/cm2 φ = 6 °
DIRECT SHEAR TEST
( ASTM D - 3080 - 72)( AASHTO T - 236 - 72 )
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45Normal Stress (Kg/Cm2)
Shea
r Str
ess
(Kg/
Cm
2)
6 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(menit) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,00 0,42 1,40 0,59 1,80 0,760,50 0,316 2,00 0,84 2,40 1,01 3,20 1,34 0,101 0,0701,00 0,361 2,80 1,18 3,80 1,60 4,80 2,021,50 0,947 3,60 1,51 4,60 1,93 5,60 2,35 0,202 0,0892,00 1,262 4,00 1,68 5,80 2,44 6,60 2,772,50 1,578 4,60 1,93 6,60 2,77 7,80 3,28 0,304 0,1293,00 1,893 5,20 2,19 6,60 2,77 8,40 3,533,50 2,209 5,20 2,19 6,60 2,77 9,60 4,034,00 2,524 5,20 2,19 9,60 4,034,50 2,840 9,60 4,035,00 3,1556,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,035 kg/cm2 φ = 14 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,000 0,050 0,100 0,150 0,200 0,250 0,300 0,350 0,400 0,450Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
14 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(menit) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,60 0,67 1,30 0,55 2,00 0,840,50 0,316 2,40 1,01 2,60 1,09 4,00 1,68 0,101 0,0781,00 0,361 3,60 1,51 4,20 1,76 3,00 1,261,50 0,947 4,20 1,76 5,00 2,10 7,40 3,11 0,202 0,0942,00 1,262 5,30 2,23 6,00 2,52 8,60 3,612,50 1,578 5,80 2,44 6,60 2,77 9,20 3,87 0,304 0,1343,00 1,893 5,80 2,44 7,00 2,94 10,00 4,203,50 2,209 5,80 2,44 7,00 2,94 10,00 4,204,00 2,524 7,00 2,94 10,00 4,204,50 2,8405,00 3,1556,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,045 kg/cm2 φ = 14,5 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
14,5
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(menit) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,80 0,76 1,60 0,67 2,00 0,840,50 0,316 2,20 0,92 2,80 1,18 4,00 1,68 0,101 0,0891,00 0,361 3,40 1,43 4,40 1,85 5,80 2,441,50 0,947 4,60 1,93 5,60 2,35 7,60 3,19 0,202 0,1132,00 1,262 5,40 2,27 7,20 3,03 8,20 3,452,50 1,578 6,00 2,52 8,40 3,53 9,00 3,78 0,304 0,1513,00 1,893 6,60 2,77 8,40 3,53 9,80 4,123,50 2,209 6,60 2,77 8,40 3,53 10,60 4,454,00 2,524 6,60 2,77 11,20 4,714,50 2,840 11,20 4,715,00 3,155 11,20 4,716,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,055 kg/cm2 φ = 9,5 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,500
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
9,5 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0176 Kg/Cm2Volume : 67,314 Cm3 qu : 0,0352 Kg/Cm3Weight : 92,8 Gr St : 1,386Unit Weight : 1,38 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,5 1,05 0,011 0,989 17,914 0,3 0,0152,0 140 0,8 1,40 0,015 0,985 17,983 0,4 0,0242,5 175 0,9 1,75 0,019 0,981 18,052 0,5 0,0273,0 210 1,0 2,10 0,023 0,977 18,121 0,5 0,0303,5 245 1,2 2,45 0,026 0,974 18,191 0,7 0,0364,0 280 1,4 4,90 0,053 0,947 18,697 0,8 0,0414,5 315 1,2 3,15 0,034 0,966 18,333 0,7 0,0365,0 350 1,0 3,50 0,038 0,962 18,405 0,5 0,0305,5 385 0,8 3,85 0,041 0,959 18,477 0,4 0,0246,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
(AASHTO T - 208 - 70)UNCONFINED COMPRESSIVE STRENGTH
(ASTM D - 2166 - 66)
Time
Undisturb
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Undisturb (qu)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,040
0,045
0,000 0,020 0,040 0,060 0,080 0,100
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Remoulded (qr)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,040
0,045
0,050
0,000 0,020 0,040 0,060 0,080 0,100
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0127 Kg/Cm2Volume : 67,314 Cm3 qr : 0,0254 Kg/Cm3Weight : 92,40 Gr St : 1,386Unit Weight : 1,37 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,4 1,05 0,011 0,989 17,914 0,2 0,0122,0 140 0,6 1,40 0,015 0,985 17,983 0,3 0,0182,5 175 0,8 1,75 0,019 0,981 18,052 0,4 0,0243,0 210 0,9 2,10 0,023 0,977 18,121 0,5 0,0273,5 245 1,0 2,45 0,026 0,974 18,191 0,5 0,0304,0 280 0,8 2,80 0,030 0,970 18,262 0,4 0,0244,5 315 0,6 3,15 0,034 0,966 18,333 0,3 0,0185,0 350 0,5 3,50 0,038 0,962 18,405 0,3 0,0155,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Remoulded
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,028 Kg/Cm2Volume : 67,314 Cm3 qu : 0,056 Kg/Cm3Weight : 97,6 Gr St : 1,366Unit Weight : 1,45 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,4 0,35 0,004 0,996 17,779 0,2 0,0121,0 70 0,7 0,70 0,008 0,992 17,846 0,4 0,0221,5 105 0,8 1,05 0,011 0,989 17,914 0,4 0,0252,0 140 1,0 1,40 0,015 0,985 17,983 0,5 0,0312,5 175 1,2 1,75 0,019 0,981 18,052 0,7 0,0373,0 210 1,4 2,10 0,023 0,977 18,121 0,8 0,0423,5 245 1,6 2,45 0,026 0,974 18,191 0,9 0,0484,0 280 1,8 4,90 0,053 0,947 18,697 1,0 0,0534,5 315 2,0 3,15 0,034 0,966 18,333 1,1 0,0605,0 350 2,2 3,50 0,038 0,962 18,405 1,2 0,0665,5 385 2,0 3,85 0,041 0,959 18,477 1,1 0,0596,0 420 1,8 4,20 0,045 0,955 18,550 1,0 0,0536,5 455 1,5 4,55 0,049 0,951 18,623 0,8 0,0447,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Undisturb
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Kondisi Undisturb (qu)
0,000
0,010
0,020
0,030
0,040
0,050
0,060
0,070
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Kondisi Remoulded (qr)
0,000
0,010
0,020
0,030
0,040
0,050
0,060
0,070
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0205 Kg/Cm2Volume : 67,314 Cm3 qr : 0,041 Kg/Cm3Weight : 97,1 Gr St : 1,366Unit Weight : 1,44 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,4 0,70 0,008 0,992 17,846 0,2 0,0121,5 105 0,6 1,05 0,011 0,989 17,914 0,3 0,0182,0 140 0,7 1,40 0,015 0,985 17,983 0,4 0,0212,5 175 0,8 1,75 0,019 0,981 18,052 0,4 0,0243,0 210 1,0 2,10 0,023 0,977 18,121 0,5 0,0303,5 245 1,2 2,45 0,026 0,974 18,191 0,7 0,0364,0 280 1,4 2,80 0,030 0,970 18,262 0,8 0,0424,5 315 1,6 3,15 0,034 0,966 18,333 0,9 0,0485,0 350 1,6 3,50 0,038 0,962 18,405 0,9 0,0485,5 385 1,4 3,85 0,041 0,959 18,477 0,8 0,0426,0 420 1,2 4,20 0,045 0,955 18,550 0,7 0,0366,5 455 1,0 4,55 0,049 0,951 18,623 0,5 0,0307,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
Remoulded
(ASTM D - 2166 - 66)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,034 Kg/Cm2Volume : 67,314 Cm3 qu : 0,068 Kg/Cm3Weight : 97,2 Gr St : 1,388Unit Weight : 1,44 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,4 0,35 0,004 0,996 17,779 0,2 0,0121,0 70 0,6 0,70 0,008 0,992 17,846 0,3 0,0181,5 105 0,8 1,05 0,011 0,989 17,914 0,4 0,0252,0 140 1,0 1,40 0,015 0,985 17,983 0,5 0,0312,5 175 1,2 1,75 0,019 0,981 18,052 0,7 0,0373,0 210 1,4 2,10 0,023 0,977 18,121 0,8 0,0423,5 245 1,6 2,45 0,026 0,974 18,191 0,9 0,0484,0 280 1,8 4,90 0,053 0,947 18,697 1,0 0,0534,5 315 2,0 3,15 0,034 0,966 18,333 1,1 0,0605,0 350 2,2 3,50 0,038 0,962 18,405 1,2 0,0665,5 385 2,4 3,85 0,041 0,959 18,477 1,3 0,0716,0 420 2,6 4,20 0,045 0,955 18,550 1,4 0,0776,5 455 2,8 4,55 0,049 0,951 18,623 1,5 0,0837,0 490 2,5 4,90 0,053 0,947 18,697 1,4 0,0737,5 525 2,2 5,25 0,056 0,944 18,772 1,2 0,0648,0 560 2,0 5,60 0,060 0,940 18,847 1,1 0,0589,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Undisturb
Time
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Kondisi Undisturb (qu)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,07
0,08
0,09
0,000 0,010 0,020 0,030 0,040 0,050 0,060 0,070
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Kondisi Remoulded (qr)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,07
0,08
0,09
0,000 0,010 0,020 0,030 0,040 0,050 0,060 0,070
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0245 Kg/Cm2Volume : 67,314 Cm3 qr : 0,049 Kg/Cm3Weight : 96,9 Gr St : 1,388Unit Weight : 1,44 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,5 0,70 0,008 0,992 17,846 0,3 0,0151,5 105 0,7 1,05 0,011 0,989 17,914 0,4 0,0212,0 140 0,8 1,40 0,015 0,985 17,983 0,4 0,0242,5 175 1,0 1,75 0,019 0,981 18,052 0,5 0,0303,0 210 1,2 2,10 0,023 0,977 18,121 0,7 0,0363,5 245 1,4 2,45 0,026 0,974 18,191 0,8 0,0424,0 280 1,6 2,80 0,030 0,970 18,262 0,9 0,0484,5 315 1,8 3,15 0,034 0,966 18,333 1,0 0,0545,0 350 2,0 3,50 0,038 0,962 18,405 1,1 0,0605,5 385 1,7 3,85 0,041 0,959 18,477 0,9 0,0516,0 420 1,5 4,20 0,045 0,955 18,550 0,8 0,0446,5 455 1,2 4,55 0,049 0,951 18,623 0,7 0,0357,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Remoulded
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0155 Kg/Cm2Volume : 67,314 Cm3 qu : 0,031 Kg/Cm3Weight : 97,8 Gr St : 1,148Unit Weight : 1,45 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,6 1,05 0,011 0,989 17,914 0,3 0,0182,0 140 0,8 1,40 0,015 0,985 17,983 0,4 0,0242,5 175 0,9 1,75 0,019 0,981 18,052 0,5 0,0273,0 210 1,0 2,10 0,023 0,977 18,121 0,5 0,0303,5 245 1,2 2,45 0,026 0,974 18,191 0,7 0,0364,0 280 1,0 4,90 0,053 0,947 18,697 0,5 0,0294,5 315 0,8 3,15 0,034 0,966 18,333 0,4 0,0245,0 350 0,6 3,50 0,038 0,962 18,405 0,3 0,0185,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Undisturb
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
UNCONFINED COMPRESSIVE STRENGTH
Undisturb (qu)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,040
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Remoulded (qr)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,040
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0135 Kg/Cm2Volume : 67,314 Cm3 qr : 0,027 Kg/Cm3Weight : 97,1 Gr St : 1,148Unit Weight : 1,44 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,1 0,35 0,004 0,996 17,779 0,1 0,0031,0 70 0,2 0,70 0,008 0,992 17,846 0,1 0,0061,5 105 0,4 1,05 0,011 0,989 17,914 0,2 0,0122,0 140 0,6 1,40 0,015 0,985 17,983 0,3 0,0182,5 175 0,7 1,75 0,019 0,981 18,052 0,4 0,0213,0 210 0,8 2,10 0,023 0,977 18,121 0,4 0,0243,5 245 1,0 2,45 0,026 0,974 18,191 0,5 0,0304,0 280 0,8 2,80 0,030 0,970 18,262 0,4 0,0244,5 315 0,6 3,15 0,034 0,966 18,333 0,3 0,0185,0 350 0,4 3,50 0,038 0,962 18,405 0,2 0,0125,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
(ASTM D - 2166 - 66)
Time
Remoulded
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After e + saturated Before AfterW wet soil + ring Gr 73,7 Height (Ho) Cm 1,4 0,93W ring Gr 16,9 e e = (H0-Ht)/Ht 2,320 1,200W wet soil Gr 56,8 29,8 Water content (w) % 194,301 54,404W dry soil (Ws) Gr 19,3 19,3 Saturated S = (w*Gs) % 192,239 104,010W water Gr 37,5 10,5 Specify Gravity (Gs) Gr/Cm3Water content (w) % 194,301 54,404 Coefficient compression CcUnit Weight Gr/Cm3 2,035 1,067 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,520 1,930 2,570 3,650 4,630 5,630 5,4009,6 detik 0,110 1,540 1,980 2,680 3,740 4,760
21,4 detik 0,160 1,550 1,990 2,770 3,780 4,80038,4 detik 0,220 1,560 2,010 2,820 3,820 4,850
1 menit 0,270 1,570 2,030 2,880 3,860 4,890 A = 19,942,25 menit 0,420 1,590 2,070 2,990 3,950 5,000 Ht = Ws/A.G
4 menit 0,560 1,620 2,120 3,070 4,050 5,080 = 0,4229 menit 0,850 1,660 2,200 3,210 4,190 5,240
16 menit 1,070 1,690 2,250 3,300 4,280 5,32025 menit 1,210 1,720 2,300 3,360 4,350 5,38036 menit 1,280 1,750 2,330 3,400 4,390 5,41049 menit 1,330 1,770 2,350 3,430 4,420 5,43024 jam 1,520 1,930 2,570 3,650 4,630 5,630 5,400 4,720
(ASTM D - 2435 - 70)
2,30
K O N S O L I D A S I(AASHTO T - 216 - 74)
0,647 0,091
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Pressure End Height at Void Height Fitting Cm2/detik(tegangan) Dial Reading end dial (Hv) end of time Cv
(kg/cm2) (cm) every reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9783 2,3197 0,0000,1520 1,3240
0,25 0,1520 1,2480 0,8263 1,9592 51,875 0,0080 0,0410 1,2275
0,5 0,1930 1,2070 0,7853 1,8620 49,840 0,0083 0,0640 1,1750
1 0,2570 1,1430 0,7213 1,7103 51,875 0,0080 0,1080 1,0890
2 0,3650 1,0350 0,6133 1,4542 49,840 0,0083 0,0980 0,9860
4 0,4630 0,9370 0,5153 1,2218 51,875 0,0080 0,1000 0,8870
8 0,5630 0,8370 0,4153 0,9847 51,875 0,0080 (0,0230) 0,8485
2 0,5400 0,8600 0,4383 1,0392 (0,0680) 0,8940
0,25 0,4720 0,9280 0,5063 1,2005 (0,4720) 0,4640
(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/det (cm/det)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1520 0,1218 0,4872 0,0080 3,90E-06
0,25 1,2480 0,0410 0,0340 0,0679 0,0083 5,66E-07
0,50 1,2070 0,0640 0,0560 0,0560 0,0080 4,49E-07
1,00 1,1430 0,1080 0,1043 0,0522 0,0083 4,35E-07
2,00 1,0350 0,0980 0,1046 0,0261 0,0080 2,09E-07
4,00 0,9370 0,1000 0,1195 0,0149 0,0080 1,20E-07
8,00 0,8370 Rata-rata 0,1174 0,0081 9,47E-07
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm)Pressure
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2435 - 70)
K O N S O L I D A S I(AASHTO T - 216 - 74)
Pressure Vs e
0,50,70,91,11,31,51,71,92,1
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After e + saturated Before AfterW wet soil + ring Gr 76,3 Height (Ho) Cm 1,4 1,07W ring Gr 16,9 e e = (H0-Ht)/Ht 1,922 1,231W wet soil Gr 59,4 33,9 Water content (w) % 161,674 49,339W dry soil (Ws) Gr 22,7 22,7 Saturated S = (w*Gs) % 199,856 95,214W water Gr 36,7 11,2 Specify Gravity (Gs) Gr/Cm3Water content (w) % 161,674 49,339 Coefficient compression CcUnit Weight Gr/Cm3 2,128 1,214 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,220 1,540 2,040 2,760 3,890 4,810 4,6009,6 detik 0,090 1,230 1,570 2,100 2,920 3,900
21,4 detik 0,130 1,240 1,590 2,120 2,990 4,00038,4 detik 0,170 1,250 1,600 2,140 3,040 4,040
1 menit 0,210 1,260 1,610 2,170 3,100 4,080 A = 19,942,25 menit 0,350 1,270 1,650 2,230 3,210 4,240 Ht = Ws/A.G
4 menit 0,450 1,300 1,680 2,290 3,330 4,330 = 0,4799 menit 0,680 1,330 1,740 2,390 3,470 4,470
16 menit 0,860 1,350 1,790 2,460 3,570 4,54025 menit 0,960 1,380 1,820 2,510 3,630 4,58036 menit 1,030 1,390 1,850 2,540 3,660 4,61049 menit 1,060 1,410 1,870 2,560 3,690 4,63024 jam 1,220 1,540 2,040 2,760 3,890 4,810 4,600 3,310
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
2,380,498 0,073
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Pressure End Height at Void Height Fitting Cm2/detik(tegangan) Dial Reading end dial (Hv) end of time Cv
(kg/cm2) (cm) every reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9209 1,9222 0,0000,1220 1,3390
0,25 0,1220 1,2780 0,7989 1,6676 51,875 0,0080 0,0320 1,2620
0,5 0,1540 1,2460 0,7669 1,6008 49,840 0,0083 0,0500 1,2210
1 0,2040 1,1960 0,7169 1,4964 51,875 0,0080 0,0720 1,1600
2 0,2760 1,1240 0,6449 1,3461 49,840 0,0083 0,1130 1,0675
4 0,3890 1,0110 0,5319 1,1103 51,875 0,0080 0,0920 0,9650
8 0,4810 0,9190 0,4399 0,9182 49,840 0,0083 (0,0210) 0,9295
2 0,4600 0,9400 0,4609 0,9621 (0,1290) 1,0045
0,25 0,3310 1,0690 0,5899 1,2313 (0,3310) 0,5345
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/det (cm/det)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1220 0,0955 0,3818 0,0080 3,06E-06
0,25 1,2780 0,0320 0,0257 0,0514 0,0083 4,28E-07
0,50 1,2460 0,0500 0,0418 0,0418 0,0080 3,35E-07
1,00 1,1960 0,0720 0,0641 0,0320 0,0083 2,67E-07
2,00 1,1240 0,1130 0,1118 0,0279 0,0080 2,24E-07
4,00 1,0110 0,0920 0,1001 0,0125 0,0083 1,04E-07
8,00 0,9190 Rata-rata 0,0913 0,0082 7,36E-07
Pressure∆H (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
K O N S O L I D A S I
Pressure Vs e
0,50,70,91,11,31,51,71,9
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After e + saturated Before AfterW wet soil + ring Gr 74,7 Height (Ho) Cm 1,4 0,91W ring Gr 16,9 e e = (H0-Ht)/Ht 2,448 1,251W wet soil Gr 57,8 32,5 Water content (w) % 184,729 60,099W dry soil (Ws) Gr 20,3 20,3 Saturated S = (w*Gs) % 189,194 120,434W water Gr 37,5 12,2 Specify Gravity (Gs) Gr/Cm3Water content (w) % 184,729 60,099 Coefficient compression CcUnit Weight Gr/Cm3 2,070 1,164 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 0,860 1,180 1,730 3,280 4,680 5,590 5,3909,6 detik 0,080 0,870 1,210 2,020 3,510 4,780
21,4 detik 0,100 0,880 1,220 2,080 3,570 4,81038,4 detik 0,130 0,890 1,240 2,120 3,620 4,850
1 menit 0,150 0,900 1,260 2,170 3,670 4,880 A = 19,942,25 menit 0,230 0,910 1,300 2,270 3,780 4,960 Ht = Ws/A.G
4 menit 0,290 0,930 1,340 2,360 3,890 5,030 = 0,4069 menit 0,410 0,960 1,400 2,540 4,060 5,180
16 menit 0,510 0,990 1,450 2,680 4,200 5,28025 menit 0,580 1,010 1,500 2,800 4,310 5,35036 menit 0,620 1,030 1,530 2,880 4,370 5,39049 menit 0,670 1,040 1,570 2,950 4,420 5,42024 jam 0,860 1,180 1,730 3,280 4,680 5,590 5,390 4,860
0,774 0,082
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
2,51
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Pressure End Height at Void Height Fitting Cm2/detik(tegangan) Dial Reading end dial (Hv) end of time Cv
(kg/cm2) (cm) every reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9940 2,4484 0,0000,0860 1,3570
0,25 0,0860 1,3140 0,9080 2,2366 49,840 0,0083 0,0320 1,2980
0,5 0,1180 1,2820 0,8760 2,1578 51,875 0,0080 0,0550 1,2545
1 0,1730 1,2270 0,8210 2,0223 49,840 0,0083 0,1550 1,1495
2 0,3280 1,0720 0,6660 1,6405 51,875 0,0080 0,1400 1,0020
4 0,4680 0,9320 0,5260 1,2957 49,840 0,0083 0,0910 0,8865
8 0,5590 0,8410 0,4350 1,0715 51,875 0,0080 (0,0200) 0,8510
2 0,5390 0,8610 0,4550 1,1208 (0,0530) 0,8875
0,25 0,4860 0,9140 0,5080 1,2513 (0,4860) 0,4570
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/det (cm/det)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,0860 0,0654 0,2618 0,0083 2,18E-06
0,25 1,3140 0,0320 0,0250 0,0499 0,0080 4,00E-07
0,50 1,2820 0,0550 0,0448 0,0448 0,0083 3,74E-07
1,00 1,2270 0,1550 0,1446 0,0723 0,0080 5,79E-07
2,00 1,0720 0,1400 0,1502 0,0376 0,0083 3,13E-07
4,00 0,9320 0,0910 0,1082 0,0135 0,0080 1,08E-07
8,00 0,8410 Rata-rata 0,0800 0,0082 6,59E-07
∆H (cm)Pressure
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2435 - 70)
K O N S O L I D A S I(AASHTO T - 216 - 74)
Pressure Vs e
0,6
1,1
1,6
2,1
2,6
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After e + saturated Before AfterW wet soil + ring Gr 76,6 Height (Ho) Cm 1,4 1,01W ring Gr 16,9 e e = (H0-Ht)/Ht 1,754 0,989W wet soil Gr 59,7 36,1 Water content (w) % 150,840 51,681W dry soil (Ws) Gr 23,8 23,8 Saturated S = (w*Gs) % 201,899 122,701W water Gr 35,9 12,3 Specify Gravity (Gs) Gr/Cm3Water content (w) % 150,840 51,681 Coefficient compression CcUnit Weight Gr/Cm3 2,139 1,293 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,160 1,510 2,050 2,950 3,820 4,750 4,4509,6 detik 0,210 1,180 1,550 2,200 3,030 3,930
21,4 detik 0,240 1,190 1,560 2,230 3,060 3,95038,4 detik 0,270 1,200 1,570 2,260 3,080 3,990
1 menit 0,300 1,210 1,590 2,290 3,110 4,100 A = 19,942,25 menit 0,370 1,220 1,610 2,360 3,170 4,170 Ht = Ws/A.G
4 menit 0,430 1,240 1,640 2,410 3,240 4,210 = 0,5089 menit 0,550 1,270 1,690 2,490 3,350 4,310
16 menit 0,670 1,300 1,740 2,590 3,440 4,40025 menit 0,760 1,320 1,800 2,660 3,510 4,47036 menit 0,840 1,340 1,830 2,700 3,570 4,52049 menit 0,900 1,360 1,850 2,740 3,600 4,55024 jam 1,160 1,510 2,050 2,950 3,820 4,750 4,450 3,890
(ASTM D - 2435 - 70)
2,350,469 0,098
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Pressure End Height at Void Height Fitting Cm2/detik(tegangan) Dial Reading end dial (Hv) end of time Cv
(kg/cm2) (cm) every reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,8917 1,7544 0,0000,1160 1,3420
0,25 0,1160 1,2840 0,7757 1,5262 51,875 0,0080 0,0350 1,2665
0,5 0,1510 1,2490 0,7407 1,4573 49,840 0,0083 0,0540 1,2220
1 0,2050 1,1950 0,6867 1,3511 51,875 0,0080 0,0900 1,1500
2 0,2950 1,1050 0,5967 1,1740 49,840 0,0083 0,0870 1,0615
4 0,3820 1,0180 0,5097 1,0028 51,875 0,0080 0,0930 0,9715
8 0,4750 0,9250 0,4167 0,8199 51,875 0,0080 (0,0300) 0,9400
2 0,4450 0,9550 0,4467 0,8789 (0,0560) 0,9830
0,25 0,3890 1,0110 0,5027 0,9891 (0,3890) 0,5055
(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/det (cm/det)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1160 0,0903 0,3614 0,0080 2,89E-06
0,25 1,2840 0,0350 0,0280 0,0560 0,0083 4,67E-07
0,50 1,2490 0,0540 0,0452 0,0452 0,0080 3,62E-07
1,00 1,1950 0,0900 0,0814 0,0407 0,0083 3,40E-07
2,00 1,1050 0,0870 0,0855 0,0214 0,0080 1,71E-07
4,00 1,0180 0,0930 0,1005 0,0126 0,0080 1,01E-07
8,00 0,9250 Rata-rata 0,0895 0,0081 7,23E-07
Pressure∆H (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-2 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
K O N S O L I D A S I
Pressure Vs e
0,70
0,90
1,10
1,30
1,50
1,70
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantClient : China National Heavy Machinery Corporation (CHMC)Location : Pulang Pisau, Central Kalimantan
BH-3 BH-3 BH-3 BH-35,0 - 5,5 m 8,0 - 8,5m 11,0 - 11,5 m 14,0 - 14,5m
1 Water Content w ( % ) 79,91 72,75 91,15 71,512 Unit Weight γ (Kg/cm3) 1,49 1,58 1,47 1,523 Specific Gravity Gs 2,29 2,57 2,46 2,554 Liquid Limit LL ( % ) 46,00 37,20 52,60 52,20
Plastic Limit PL ( % ) 35,65 31,46 43,75 39,68Indeks Plastic PI ( % ) 10,35 5,74 8,85 12,52
5 Gradation0,75 19,1 mm 100,00 100,00 100,00 100,00
0,375 9,5 mm 100,00 100,00 100,00 100,004 4,75 mm 100,00 100,00 100,00 100,008 2,36 mm 100,00 100,00 100,00 100,00
10 2 mm 100,00 100,00 100,00 100,0040 0,425 mm 100,00 100,00 100,00 100,00100 0,15 mm 100,00 70,19 56,09 100,00200 0,075 mm 100,00 25,00 26,05 100,00
6 Direct Shear c (Kg/cm2) 0,038 0,054 0,025 0,038φ ( ˚ ) 11,00 7,00 19,00 10,50
7 UCS qu qu (Kg/cm2) 0,031 0,028 0,063 0,071cu cu (Kg/cm2) 0,016 0,014 0,032 0,036qr qr (Kg/cm2) 0,024 0,024 0,047 0,040Sensitivity (St) 1,292 1,146 1,340 1,797
8 Consolidation Cc 0,407 0,440 0,596 0,480Cs 0,172 0,045 0,106 0,051Cv cm2/sec 8,17E-03 8,17E-03 8,17E-03 8,17E-03k cm/sec 7,90E-07 6,25E-07 6,68E-07 5,38E-07e 1,503 1,888 2,085 1,866n 0,600 0,654 0,676 0,651
Soil Classification (Unified Soil Classification System) ML ML MH OH
October 09, 2007
Yusti Yudiawati, ST, MTGeotechnical Engineer
KIND of TEST
CONCLUSION of SOIL INVESTIGATION ( BH-3 )
NOINVESTIGATION RESULT
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 44,30 42,80Cont. Weight + Dry Soil Gr 29,40 27,50Water Weight Gr 14,90 15,30Container Weight Gr 10,30 8,80Weight Dry Gr 19,10 18,70WATER CONTENT % 78,01 81,82Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 259,6 259,1W Ring Gr 159,1 159,1W wet soil Gr 100,5 100,0Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,49 1,49Average Gr/Cm3 1,49
UNIT WEIGHT
WATER CONTENT
79,91
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 43,00 38,20Cont. Weight + Dry Soil Gr 28,90 25,60Water Weight Gr 14,10 12,60Container Weight Gr 8,90 8,80Weight Dry Gr 20,00 16,80WATER CONTENT % 70,50 75,00Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 265,4 265W Ring Gr 159,1 159,1W wet soil Gr 106,3 105,9Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,58 1,57Average Gr/Cm3
WATER CONTENT
72,75
UNIT WEIGHT
1,58
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 44,00 38,70Cont. Weight + Dry Soil Gr 27,10 24,50Water Weight Gr 16,90 14,20Container Weight Gr 8,70 8,80Weight Dry Gr 18,40 15,70WATER CONTENT % 91,85 90,45Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 258,6 258,1W Ring Gr 159,1 159,1W wet soil Gr 99,5 99,0Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,48 1,47Average Gr/Cm3
WATER CONTENT
91,15
UNIT WEIGHT
1,47
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 40,10 41,40Cont. Weight + Dry Soil Gr 27,10 28,30Water Weight Gr 13,00 13,10Container Weight Gr 8,80 10,10Weight Dry Gr 18,30 18,20WATER CONTENT % 71,04 71,98Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 261,6 261W Ring Gr 159,1 159,1W wet soil Gr 102,5 101,9Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,52 1,51Average Gr/Cm3
WATER CONTENT
71,51
UNIT WEIGHT
1,52
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 06, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,00 142,402 W Picno + Soil + Water, W2 T ° C 170,30 170,603 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 27,00 27,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,30 2,296 Correction, A 0,9983 0,99837 Gs (at 20ºC) = Gs (at TºC) x A 2,30 2,298 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
2,295
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 03, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,20 142,202 W Picno + Soil + Water, W2 T ° C 172,80 172,703 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,58 2,566 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,57 2,568 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,566
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 04, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,00 142,302 W Picno + Soil + Water, W2 T ° C 171,80 172,003 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,48 2,466 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,47 2,468 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,464
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,40 142,102 W Picno + Soil + Water, W2 T ° C 172,90 172,403 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,56 2,546 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,56 2,538 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,546
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 06, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 13 21 30 48 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 43,50 36,60 43,80 50,10 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 32,6 28,1 33,2 38,2 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 10,9 8,5 10,6 11,9 (5) W Container Gr(6) W Container Gr 10,30 10,10 9,90 10,40 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 22,30 18,00 23,30 27,80 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 48,88 47,22 45,49 42,81 (8) Plastic limit %
1C.1
39,3031,60
PI
ATTERBERG LIMIT TEST
35,65
(ASTM D - 423 - 66 / ASTM D - 424 - 74)(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
7,7010,0021,60
35,648
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
and silt organic
Silt organic with medium compressibility
46 35,65 10,35
LL PLLIQUID LIMIT GRAPH
424344454647484950
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 16 22 31 46 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 48,1 44,6 43,1 43,6 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 36,8 35,1 34,0 34,6 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 11,3 9,5 9,1 9,0 (5) W Container Gr(6) W Container Gr 8,90 8,90 8,80 8,90 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 27,90 26,20 25,20 25,70 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 40,50 36,26 36,11 35,02 (8) Plastic limit %
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
36,9030,206,708,90
21,3031,45531,46
LL PL PI
37,2 31,46 5,74
Silt organic with medium compressibility
and silt organic
LIQUID LIMIT GRAPH
3435363738394041
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 15 27 37 48 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 48,50 47,70 47,10 40,50 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 35,0 34,8 34,8 30,1 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 13,5 12,9 12,3 10,4 (5) W Container Gr(6) W Container Gr 10,30 10,40 10,30 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 24,70 24,40 24,50 21,30 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 54,66 52,87 50,20 48,83 (8) Plastic limit %
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
34,2026,507,708,90
17,6043,75043,75
LL PL PI
52,6 43,75 8,85
Silt anorganic with high compresibility
and Clay organic
LIQUID LIMIT GRAPH
484950515253545556
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 06, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 17 26 37 48 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 48,30 39,40 41,50 42,90 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 35,0 29,4 30,9 32,1 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 13,3 10,0 10,6 10,8 (5) W Container Gr(6) W Container Gr 10,30 10,00 9,90 10,20 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 24,70 19,40 21,00 21,90 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 53,85 51,55 50,48 49,32 (8) Plastic limit %
Silt anorganic with high compresibility
and Clay organic
52,2 39,68 12,52
39,68339,68
LL PL PI
35,4010,0010,2025,20
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
45,40
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
LIQUID LIMIT GRAPH
49
50
51
52
53
54
55
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 07, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,29
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % of fine grain Rcl L A D(minute) Tº C a Rcp x 100 (cm) (mm)
500,25 28 28 26,15 86,9358 29 11,70 0,0130 0,08890,5 28 28 26,15 86,9358 29 11,70 0,0130 0,06291 28 28 26,15 86,9358 29 11,70 0,0130 0,04452 28 27 25,15 83,6113 28 11,70 0,0132 0,03195 28 25 23,15 76,9623 26 11,70 0,0135 0,020715 28 22 20,15 66,9887 23 11,70 0,0140 0,012430 28 19 17,15 57,0152 20 11,70 0,0145 0,009160 28 17 15,15 50,3662 18 11,70 0,0149 0,0066
240 28 14 12,15 40,3927 15 11,70 0,0151 0,00331440 27 12 10,15 33,7437 13 11,90 0,0151 0,00142880 27 10 8,15 27,0947 11 11,90 0,0151 0,0010
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
HYDROMETER TEST(AASHTO T - 88 - 72)(ASTM D - 422 - 72)
Curve: Distribution Grain Size
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l pas
ses
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 04, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,55
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % of fine grain Rcl L A D(minute) Tº C a Rcp x 100 (cm) (mm)
500,25 28 29 27,15 90,2603 30 11,70 0,0129 0,08820,5 28 29 27,15 90,2603 30 11,70 0,0129 0,06241 28 29 27,15 90,2603 30 11,70 0,0129 0,04412 28 28 26,15 86,9358 29 11,70 0,0130 0,03145 28 27 25,15 83,6113 28 11,70 0,0132 0,020215 28 26 24,15 80,2868 27 11,70 0,0133 0,011730 28 25 23,15 76,9623 26 11,70 0,0135 0,008460 28 24 22,15 73,6377 25 11,70 0,0137 0,0060
240 28 21 19,15 63,6642 22 11,70 0,0141 0,00311440 27 19 17,15 57,0152 20 11,90 0,0145 0,00132880 27 16 14,15 47,0417 17 11,90 0,0151 0,0010
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
(ASTM D - 422 - 72)
HYDROMETER TEST(AASHTO T - 88 - 72)
Curve: Distribution Grain Size
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l pas
ses
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 03, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
W soil % weightNo. φ (mm) (gr) retained retained passes 3/4 19,10 0,00 0,00 0,00 100,000 3/8 9,500 0,00 0,00 0,00 100,000
4 4,750 0,00 0,00 0,00 100,0008 2,360 0,00 0,00 0,00 100,000
10 2,000 0,00 0,00 0,00 100,00040 0,425 0,00 0,00 0,00 100,000100 0,150 136,40 29,81 29,81 70,192200 0,075 206,80 45,19 75,00 25,000Pan 114,40 25,00
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SEIVE ANALISYS(AASHTO T - 27 - 74)(ASTM C - 136 - 46)
Sieve % Kumulatif
Total weight 457,60
Curve: Distribution Grain Size
0
10
20
30
40
50
60
70
80
90
1000,0 0,1 1,0 10,0 100,0Diameter (mm)
Perc
ent p
assi
ng (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 03, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
W soil % weightNo. φ (mm) (gr) retained retained passes 3/4 19,10 0,00 0,00 0,00 100,000 3/8 9,500 0,00 0,00 0,00 100,000
4 4,750 0,00 0,00 0,00 100,0008 2,360 0,00 0,00 0,00 100,000
10 2,000 0,00 0,00 0,00 100,00040 0,425 0,00 0,00 0,00 100,000100 0,150 189,00 43,91 43,91 56,087200 0,075 129,30 30,04 73,95 26,046Pan 112,10 26,05
(ASTM C - 136 - 46)
Sieve % Kumulatif
Total weight 430,40
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SEIVE ANALISYS(AASHTO T - 27 - 74)
Curve: Distribution Grain Size
0
10
20
30
40
50
60
70
80
90
1000,0 0,1 1,0 10,0 100,0Diameter (mm)
Perc
ent p
asiin
g (%
)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(minute) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,40 0,59 1,40 0,59 2,00 0,840,50 0,316 2,20 0,92 2,60 1,09 4,00 1,68 0,101 0,0751,00 0,361 3,20 1,34 4,20 1,76 5,60 2,351,50 0,947 5,00 2,10 5,00 2,10 7,60 3,19 0,202 0,0912,00 1,262 5,60 2,35 6,20 2,61 8,80 3,702,50 1,578 5,60 2,35 6,80 2,86 9,20 3,87 0,304 0,1403,00 1,893 5,60 2,35 6,80 2,86 9,80 4,123,50 2,209 6,80 2,86 10,40 4,374,00 2,524 10,40 4,374,50 2,840 10,40 4,375,00 3,1556,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,038 kg/cm2 φ = 11 °
DIRECT SHEAR TEST
( ASTM D - 3080 - 72)( AASHTO T - 236 - 72 )
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45Normal Stress (Kg/Cm2)
Shea
r Str
ess
(Kg/
Cm
2)
11 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(minute) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,00 0,42 0,80 0,34 2,00 0,840,50 0,316 2,00 0,84 1,00 0,42 4,00 1,68 0,101 0,0751,00 0,361 3,50 1,47 1,80 0,76 4,80 2,021,50 0,947 4,20 1,76 1,80 0,76 5,60 2,35 0,202 0,0792,00 1,262 4,90 2,06 1,10 0,46 6,40 2,692,50 1,578 5,60 2,35 2,50 1,05 7,20 3,03 0,304 0,1053,00 1,893 5,60 2,35 3,10 1,30 7,80 3,283,50 2,209 5,60 2,35 3,80 1,60 7,80 3,284,00 2,524 4,20 1,76 7,80 3,284,50 2,840 4,80 2,025,00 3,155 5,00 2,106,00 3,786 5,90 2,487,00 4,417 5,90 2,488,00 5,048 5,90 2,489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,054 kg/cm2 φ = 7 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,000 0,050 0,100 0,150 0,200 0,250 0,300 0,350 0,400 0,450Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
7 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(minute) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,20 0,50 1,60 0,67 2,00 0,840,50 0,316 2,00 0,84 2,40 1,01 4,00 1,68 0,101 0,0671,00 0,361 3,00 1,26 4,00 1,68 6,00 2,521,50 0,947 4,20 1,76 5,00 2,10 7,20 3,03 0,202 0,0972,00 1,262 4,60 1,93 6,00 2,52 8,40 3,532,50 1,578 5,00 2,10 6,80 2,86 9,40 3,95 0,304 0,1433,00 1,893 5,00 2,10 7,20 3,03 10,00 4,203,50 2,209 5,00 2,10 7,20 3,03 10,60 4,454,00 2,524 7,20 3,03 10,60 4,454,50 2,840 10,60 4,455,00 3,1556,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,025 kg/cm2 φ = 19 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
19 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(minute) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,00 0,42 1,60 0,67 2,00 0,840,50 0,316 2,00 0,84 2,60 1,09 4,00 1,68 0,101 0,0831,00 0,361 3,00 1,26 3,80 1,60 5,00 2,101,50 0,947 3,60 1,51 4,80 2,02 6,00 2,52 0,202 0,1142,00 1,262 4,40 1,85 6,00 2,52 6,80 2,862,50 1,578 5,40 2,27 7,00 2,94 7,60 3,19 0,304 0,1643,00 1,893 6,20 2,61 8,00 3,36 8,80 3,703,50 2,209 6,20 2,61 8,50 3,57 9,40 3,954,00 2,524 6,20 2,61 8,50 3,57 10,60 4,454,50 2,840 8,50 3,57 11,40 4,795,00 3,155 12,20 5,136,00 3,786 12,20 5,137,00 4,417 12,20 5,138,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,038 kg/cm2 φ = 10,5 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,500
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
10,5
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0155 Kg/Cm2Volume : 67,314 Cm3 qu : 0,031 Kg/Cm3Weight : 100,5 Gr St : 1,292Unit Weight : 1,49 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Total CompressionReading Load Deformation strain Corrected Corrected Load Stress
(minute) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,4 0,70 0,008 0,992 17,846 0,2 0,0121,5 105 0,6 1,05 0,011 0,989 17,914 0,3 0,0182,0 140 0,8 1,40 0,015 0,985 17,983 0,4 0,0242,5 175 1,0 1,75 0,019 0,981 18,052 0,5 0,0303,0 210 1,1 2,10 0,023 0,977 18,121 0,6 0,0333,5 245 1,2 2,45 0,026 0,974 18,191 0,7 0,0364,0 280 1,0 4,90 0,053 0,947 18,697 0,5 0,0294,5 315 0,8 3,15 0,034 0,966 18,333 0,4 0,0245,0 350 0,6 3,50 0,038 0,962 18,405 0,3 0,0185,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
(AASHTO T - 208 - 70)UNCONFINED COMPRESSIVE STRENGTH
(ASTM D - 2166 - 66)
Time
Undisturb
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Undisturb (qu)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,040
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Remoulded (qr)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,040
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,012 Kg/Cm2Volume : 67,314 Cm3 qr : 0,024 Kg/Cm3Weight : 100,00 Gr St : 1,292Unit Weight : 1,49 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Tense Corrected Corrected Total Strain
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,5 1,05 0,011 0,989 17,914 0,3 0,0152,0 140 0,7 1,40 0,015 0,985 17,983 0,4 0,0212,5 175 0,8 1,75 0,019 0,981 18,052 0,4 0,0243,0 210 1,0 2,10 0,023 0,977 18,121 0,5 0,0303,5 245 0,8 2,45 0,026 0,974 18,191 0,4 0,0244,0 280 0,6 2,80 0,030 0,970 18,262 0,3 0,0184,5 315 0,5 3,15 0,034 0,966 18,333 0,3 0,0155,0 3505,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Remoulded
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,01375 Kg/Cm2Volume : 67,314 Cm3 qu : 0,028 Kg/Cm3Weight : 106,3 Gr St : 1,146Unit Weight : 1,58 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Total CompressionReading Load Deformation strain Corrected Corrected Load Stress
(minute) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,1 0,35 0,004 0,996 17,779 0,1 0,0031,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,4 1,05 0,011 0,989 17,914 0,2 0,0122,0 140 0,6 1,40 0,015 0,985 17,983 0,3 0,0182,5 175 0,7 1,75 0,019 0,981 18,052 0,4 0,0213,0 210 0,8 2,10 0,023 0,977 18,121 0,4 0,0243,5 245 0,9 2,45 0,026 0,974 18,191 0,5 0,0274,0 280 1,0 4,90 0,053 0,947 18,697 0,5 0,0294,5 315 0,8 3,15 0,034 0,966 18,333 0,4 0,0245,0 350 0,6 3,50 0,038 0,962 18,405 0,3 0,0185,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Undisturb
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Kondisi Undisturb (qu)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Kondisi Remoulded (qr)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,012 Kg/Cm2Volume : 67,314 Cm3 qr : 0,024 Kg/Cm3Weight : 105,9 Gr St : 1,146Unit Weight : 1,57 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Tense Corrected Corrected Total Strain
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,4 1,05 0,011 0,989 17,914 0,2 0,0122,0 140 0,6 1,40 0,015 0,985 17,983 0,3 0,0182,5 175 0,7 1,75 0,019 0,981 18,052 0,4 0,0213,0 210 0,9 2,10 0,023 0,977 18,121 0,5 0,0273,5 245 0,8 2,45 0,026 0,974 18,191 0,4 0,0244,0 280 0,6 2,80 0,030 0,970 18,262 0,3 0,0184,5 315 0,4 3,15 0,034 0,966 18,333 0,2 0,0125,0 3505,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
Remoulded
(ASTM D - 2166 - 66)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0315 Kg/Cm2Volume : 67,314 Cm3 qu : 0,063 Kg/Cm3Weight : 99,5 Gr St : 1,340Unit Weight : 1,48 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Total CompressionReading Load Deformation strain Corrected Corrected Load Stress
(minute) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,8 0,70 0,008 0,992 17,846 0,4 0,0251,5 105 1,2 1,05 0,011 0,989 17,914 0,7 0,0372,0 140 1,6 1,40 0,015 0,985 17,983 0,9 0,0492,5 175 1,8 1,75 0,019 0,981 18,052 1,0 0,0553,0 210 2,0 2,10 0,023 0,977 18,121 1,1 0,0613,5 245 2,2 2,45 0,026 0,974 18,191 1,2 0,0664,0 280 2,0 4,90 0,053 0,947 18,697 1,1 0,0594,5 315 1,8 3,15 0,034 0,966 18,333 1,0 0,0545,0 350 1,5 3,50 0,038 0,962 18,405 0,8 0,0455,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Undisturb
Time
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Kondisi Undisturb (qu)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,07
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Kondisi Remoulded (qr)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,07
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0235 Kg/Cm2Volume : 67,314 Cm3 qr : 0,047 Kg/Cm3Weight : 99 Gr St : 1,340Unit Weight : 1,47 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Tense Corrected Corrected Total Strain
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,5 0,70 0,008 0,992 17,846 0,3 0,0151,5 105 0,8 1,05 0,011 0,989 17,914 0,4 0,0252,0 140 1,0 1,40 0,015 0,985 17,983 0,5 0,0312,5 175 1,2 1,75 0,019 0,981 18,052 0,7 0,0373,0 210 1,5 2,10 0,023 0,977 18,121 0,8 0,0453,5 245 1,6 2,45 0,026 0,974 18,191 0,9 0,0484,0 280 1,8 2,80 0,030 0,970 18,262 1,0 0,0544,5 315 1,6 3,15 0,034 0,966 18,333 0,9 0,0485,0 350 1,4 3,50 0,038 0,962 18,405 0,8 0,0425,5 385 1,1 3,85 0,041 0,959 18,477 0,6 0,0336,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Remoulded
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0355 Kg/Cm2Volume : 67,314 Cm3 qu : 0,071 Kg/Cm3Weight : 102,5 Gr St : 1,797Unit Weight : 1,52 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Total CompressionReading Load Deformation strain Corrected Corrected Load Stress
(minute) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,3 0,35 0,004 0,996 17,779 0,2 0,0091,0 70 0,6 0,70 0,008 0,992 17,846 0,3 0,0181,5 105 0,8 1,05 0,011 0,989 17,914 0,4 0,0252,0 140 1,0 1,40 0,015 0,985 17,983 0,5 0,0312,5 175 1,2 1,75 0,019 0,981 18,052 0,7 0,0373,0 210 1,6 2,10 0,023 0,977 18,121 0,9 0,0493,5 245 2,0 2,45 0,026 0,974 18,191 1,1 0,0604,0 280 2,3 4,90 0,053 0,947 18,697 1,3 0,0684,5 315 2,5 3,15 0,034 0,966 18,333 1,4 0,0755,0 350 2,8 3,50 0,038 0,962 18,405 1,5 0,0845,5 385 2,6 3,85 0,041 0,959 18,477 1,4 0,0776,0 420 2,3 4,20 0,045 0,955 18,550 1,3 0,0686,5 455 2,1 4,55 0,049 0,951 18,623 1,2 0,0627,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Undisturb
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
UNCONFINED COMPRESSIVE STRENGTH
Undisturb (qu)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,07
0,08
0,09
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Remoulded (qr)
0,00
0,01
0,02
0,03
0,04
0,05
0,06
0,07
0,08
0,09
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,01975 Kg/Cm2Volume : 67,314 Cm3 qr : 0,0395 Kg/Cm3Weight : 101,9 Gr St : 1,797Unit Weight : 1,51 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Tense Corrected Corrected Total Strain
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,4 0,70 0,008 0,992 17,846 0,2 0,0121,5 105 0,6 1,05 0,011 0,989 17,914 0,3 0,0182,0 140 0,8 1,40 0,015 0,985 17,983 0,4 0,0242,5 175 1,1 1,75 0,019 0,981 18,052 0,6 0,0333,0 210 1,3 2,10 0,023 0,977 18,121 0,7 0,0393,5 245 1,6 2,45 0,026 0,974 18,191 0,9 0,0484,0 280 1,4 2,80 0,030 0,970 18,262 0,8 0,0424,5 315 1,2 3,15 0,034 0,966 18,333 0,7 0,0365,0 350 1,0 3,50 0,038 0,962 18,405 0,5 0,0305,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
(ASTM D - 2166 - 66)
Time
Remoulded
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 78,7 Height (Ho) Cm 1,4 1,09W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 1,503 0,940W wet soil Gr 61,8 36,9 Water content (w) % 141,406 44,141W dry soil (Ws) Gr 25,6 25,6 Saturated S = (w*Gs)/e % 215,972 107,822W water Gr 36,2 11,3 Specific Gravity (Gs) Gr/Cm3Water content (w) % 141,406 44,141 Coefficient compression CcUnit Weight Gr/Cm3 2,214 1,322 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,300 1,590 2,100 2,990 3,820 4,730 4,1509,6 detik 0,170 1,330 1,630 2,220 3,080 3,940
21,4 detik 0,270 1,340 1,650 2,320 3,140 4,00038,4 detik 0,340 1,350 1,670 2,370 3,180 4,050
1 menit 0,410 1,360 1,700 2,430 3,230 4,110 A = 19,942,25 menit 0,590 1,380 1,760 2,530 3,350 4,230 Ht = Ws/A.G
4 menit 0,730 1,400 1,790 2,590 3,430 4,320 = 0,5599 menit 0,970 1,430 1,860 2,700 3,530 4,430
16 menit 1,080 1,450 1,900 2,750 3,590 4,48025 menit 1,130 1,470 1,930 2,790 3,620 4,51036 menit 1,160 1,480 1,950 2,810 3,650 4,55049 menit 1,180 1,490 1,970 2,830 3,670 4,58024 jam 1,300 1,590 2,100 2,990 3,820 4,730 4,150 3,150
(ASTM D - 2435 - 70)
2,29
K O N S O L I D A S I(AASHTO T - 216 - 74)
0,407 0,172
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,8406 1,5026 0,0000,1300 1,3350
0,25 0,1300 1,2700 0,7106 1,2702 49,840 0,0083 0,0290 1,2555
0,5 0,1590 1,2410 0,6816 1,2184 51,875 0,0080 0,0510 1,2155
1 0,2100 1,1900 0,6306 1,1272 49,840 0,0083 0,0890 1,1455
2 0,2990 1,1010 0,5416 0,9681 51,875 0,0080 0,0830 1,0595
4 0,3820 1,0180 0,4586 0,8198 49,840 0,0083 0,0910 0,9725
8 0,4730 0,9270 0,3676 0,6571 51,875 0,0080 (0,0580) 0,9560
2 0,4150 0,9850 0,4256 0,7608 (0,1000) 1,0350
0,25 0,3150 1,0850 0,5256 0,9395 (0,3150) 0,5425
(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) Cm2/sec Cm/sec
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1300 0,1024 0,4094 0,0083 3,41E-06
0,25 1,2700 0,0290 0,0234 0,0467 0,0080 3,74E-07
0,50 1,2410 0,0510 0,0429 0,0429 0,0083 3,57E-07
1,00 1,1900 0,0890 0,0808 0,0404 0,0080 3,24E-07
2,00 1,1010 0,0830 0,0815 0,0204 0,0083 1,70E-07
4,00 1,0180 0,0910 0,0982 0,0123 0,0080 9,83E-08
8,00 0,9270 Rata-rata 0,0954 0,0082 7,90E-07
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm)Pressure
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2435 - 70)
K O N S O L I D A S I(AASHTO T - 216 - 74)
Pressure Vs e
0,4
0,6
0,8
1
1,2
1,4
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 78 Height (Ho) Cm 1,4 1,03W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 1,888 1,133W wet soil Gr 61,1 36,7 Water content (w) % 146,371 47,984W dry soil (Ws) Gr 24,8 24,8 Saturated S = (w*Gs)/e % 198,905 108,658W water Gr 36,3 11,9 Specific Gravity (Gs) Gr/Cm3Water content (w) % 146,371 47,984 Coefficient compression CcUnit Weight Gr/Cm3 2,189 1,315 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,010 1,270 1,660 2,560 3,410 4,220 4,0909,6 detik 0,100 1,030 1,300 1,760 2,720 3,520
21,4 detik 0,140 1,040 1,320 1,820 2,790 3,58038,4 detik 0,200 1,050 1,340 1,870 2,840 3,620
1 menit 0,260 1,060 1,360 1,910 2,880 3,660 A = 19,942,25 menit 0,430 1,070 1,400 2,030 2,980 3,760 Ht = Ws/A.G
4 menit 0,530 1,090 1,430 2,100 3,030 3,820 = 0,4859 menit 0,710 1,120 1,480 2,210 3,130 3,920
16 menit 0,820 1,140 1,520 2,290 3,190 3,97025 menit 0,880 1,150 1,540 2,340 3,220 4,00036 menit 0,910 1,160 1,560 2,370 3,240 4,02049 menit 0,920 1,170 1,580 2,400 3,260 4,04024 jam 1,010 1,270 1,660 2,560 3,410 4,220 4,090 3,660
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
2,570,440 0,045
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9152 1,8880 0,0000,1010 1,3495
0,25 0,1010 1,2990 0,8142 1,6796 49,840 0,0083 0,0260 1,2860
0,5 0,1270 1,2730 0,7882 1,6260 51,875 0,0080 0,0390 1,2535
1 0,1660 1,2340 0,7492 1,5455 51,875 0,0080 0,0900 1,1890
2 0,2560 1,1440 0,6592 1,3599 49,840 0,0083 0,0850 1,1015
4 0,3410 1,0590 0,5742 1,1845 51,875 0,0080 0,0810 1,0185
8 0,4220 0,9780 0,4932 1,0174 49,840 0,0083 (0,0130) 0,9845
2 0,4090 0,9910 0,5062 1,0443 (0,0430) 1,0125
0,25 0,3660 1,0340 0,5492 1,1330 (0,3660) 0,5170
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) Cm2/sec Cm/sec
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1010 0,0778 0,3110 0,0083 2,59E-06
0,25 1,2990 0,0260 0,0204 0,0408 0,0080 3,27E-07
0,50 1,2730 0,0390 0,0316 0,0316 0,0080 2,53E-07
1,00 1,2340 0,0900 0,0787 0,0393 0,0083 3,28E-07
2,00 1,1440 0,0850 0,0803 0,0201 0,0080 1,61E-07
4,00 1,0590 0,0810 0,0828 0,0104 0,0083 8,63E-08
8,00 0,9780 Rata-rata 0,0755 0,0082 6,25E-07
Pressure∆H (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 08,00 - 08,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
K O N S O L I D A S I
Pressure Vs e
0,9
1,1
1,3
1,5
1,7
1,9
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 76,4 Height (Ho) Cm 1,4 0,98W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 2,085 1,164W wet soil Gr 59,5 34,3 Water content (w) % 166,816 53,812W dry soil (Ws) Gr 22,3 22,3 Saturated S = (w*Gs)/e % 197,172 113,941W water Gr 37,2 12 Specific Gravity (Gs) Gr/Cm3Water content (w) % 166,816 53,812 Coefficient compression CcUnit Weight Gr/Cm3 2,131 1,229 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 0,970 1,320 1,900 2,780 3,980 5,040 4,7509,6 detik 0,070 0,980 1,360 1,970 2,960 4,130
21,4 detik 0,100 0,990 1,370 1,990 3,030 4,17038,4 detik 0,130 1,000 1,380 2,020 3,090 4,210
1 menit 0,160 1,010 1,400 2,040 3,140 4,240 A = 19,942,25 menit 0,240 1,030 1,440 2,100 3,260 4,340 Ht = Ws/A.G
4 menit 0,310 1,050 1,470 2,150 3,340 4,420 = 0,4549 menit 0,480 1,080 1,540 2,250 3,540 4,550
16 menit 0,610 1,110 1,600 2,360 3,640 4,67025 menit 0,710 1,140 1,640 2,430 3,720 4,73036 menit 0,770 1,160 1,670 2,490 3,770 4,77049 menit 0,810 1,170 1,700 2,540 3,810 4,82024 jam 0,970 1,320 1,900 2,780 3,980 5,040 4,750 4,180
0,596 0,106
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
2,46
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/detikPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9462 2,0848 0,0000,0970 1,3515
0,25 0,0970 1,3030 0,8492 1,8711 49,840 0,0083 0,0350 1,2855
0,5 0,1320 1,2680 0,8142 1,7940 51,875 0,0080 0,0580 1,2390
1 0,1900 1,2100 0,7562 1,6662 49,840 0,0083 0,0880 1,1660
2 0,2780 1,1220 0,6682 1,4723 51,875 0,0080 0,1200 1,0620
4 0,3980 1,0020 0,5482 1,2079 49,840 0,0083 0,1060 0,9490
8 0,5040 0,8960 0,4422 0,9743 51,875 0,0080 (0,0290) 0,9105
2 0,4750 0,9250 0,4712 1,0382 (0,0570) 0,9535
0,25 0,4180 0,9820 0,5282 1,1638 (0,4180) 0,4910
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec Cm/sec
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,0970 0,0744 0,2978 0,0083 2,48E-06
0,25 1,3030 0,0350 0,0276 0,0552 0,0080 4,42E-07
0,50 1,2680 0,0580 0,0479 0,0479 0,0083 4,00E-07
1,00 1,2100 0,0880 0,0784 0,0392 0,0080 3,14E-07
2,00 1,1220 0,1200 0,1198 0,0299 0,0083 2,50E-07
4,00 1,0020 0,1060 0,1183 0,0148 0,0080 1,18E-07
8,00 0,8960 Rata-rata 0,0808 0,0082 6,68E-07
∆H (cm)Pressure
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2435 - 70)
K O N S O L I D A S I(AASHTO T - 216 - 74)
Pressure Vs e
0,60,8
11,21,41,61,8
2
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 78,1 Height (Ho) Cm 1,4 1,04W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 1,866 1,121W wet soil Gr 61,2 37,6 Water content (w) % 146,774 51,613W dry soil (Ws) Gr 24,8 24,8 Saturated S = (w*Gs)/e % 200,269 117,245W water Gr 36,4 12,8 Specific Gravity (Gs) Gr/Cm3Water content (w) % 146,774 51,613 Coefficient compression CcUnit Weight Gr/Cm3 2,192 1,347 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 0,820 1,120 1,550 2,290 3,310 4,350 4,2009,6 detik 0,150 0,830 1,140 1,610 2,430 3,390
21,4 detik 0,200 0,840 1,150 1,630 2,480 3,47038,4 detik 0,220 0,845 1,160 1,640 2,520 3,500
1 menit 0,240 0,850 1,170 1,660 2,560 3,530 A = 19,942,25 menit 0,290 0,860 1,190 1,670 2,650 3,620 Ht = Ws/A.G
4 menit 0,340 0,880 1,220 1,760 2,720 3,700 = 0,4899 menit 0,430 0,910 1,270 1,840 2,850 3,860
16 menit 0,500 0,930 1,310 1,920 2,950 3,99025 menit 0,580 0,960 1,340 1,990 3,030 4,06036 menit 0,630 0,970 1,370 2,030 3,080 4,11049 menit 0,660 0,980 1,390 2,070 3,110 4,19024 jam 0,820 1,120 1,550 2,290 3,310 4,350 4,200 3,640
(ASTM D - 2435 - 70)
2,550,480 0,051
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9115 1,8659 0,0000,0820 1,3590
0,25 0,0820 1,3180 0,8295 1,6981 51,875 0,0080 0,0300 1,3030
0,5 0,1120 1,2880 0,7995 1,6366 49,840 0,0083 0,0430 1,2665
1 0,1550 1,2450 0,7565 1,5486 51,875 0,0080 0,0740 1,2080
2 0,2290 1,1710 0,6825 1,3971 49,840 0,0083 0,1020 1,1200
4 0,3310 1,0690 0,5805 1,1883 49,840 0,0083 0,1040 1,0170
8 0,4350 0,9650 0,4765 0,9754 51,875 0,0080 (0,0150) 0,9725
2 0,4200 0,9800 0,4915 1,0061 (0,0560) 1,0080
0,25 0,3640 1,0360 0,5475 1,1208 (0,3640) 0,5180
(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec Cm/sec
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,0820 0,0622 0,2489 0,0080 1,99E-06
0,25 1,3180 0,0300 0,0233 0,0466 0,0083 3,88E-07
0,50 1,2880 0,0430 0,0345 0,0345 0,0080 2,77E-07
1,00 1,2450 0,0740 0,0632 0,0316 0,0083 2,63E-07
2,00 1,1710 0,1020 0,0954 0,0239 0,0083 1,99E-07
4,00 1,0690 0,1040 0,1078 0,0135 0,0080 1,08E-07
8,00 0,9650 Rata-rata 0,0665 0,0082 5,38E-07
Pressure∆H (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-3 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
K O N S O L I D A S I
Pressure Vs e
0,700,901,101,301,501,701,90
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power Plant
Location : Pulang Pisau, Central Kalimantan
BH-4 BH-4 BH-4 BH-402,00 - 02,50 m 05,00 - 05,50 m 11,00 - 11,50 m 14,00 - 14,500 m
1 Water Content w ( % ) 80,98 79,64 86,27 76,202 Unit Weight γ (Kg/cm3) 1,49 1,47 1,46 1,503 Specific Gravity Gs 2,29 2,15 2,44 2,514 Liquid Limit LL ( % ) 48,80 48,70 48,10 46,60
Plastic Limit PL ( % ) 34,44 39,69 38,69 39,15Indeks Plastic PI ( % ) 14,36 9,01 9,41 7,45
5 Gradation0,75 19,1 mm 100,00 100,00 100,00 100,00
0,375 9,5 mm 100,00 100,00 100,00 100,004 4,75 mm 100,00 100,00 100,00 100,008 2,36 mm 100,00 100,00 100,00 100,00
10 2 mm 100,00 100,00 100,00 100,0040 0,425 mm 100,00 100,00 100,00 92,87100 0,15 mm 100,00 100,00 38,16 58,08200 0,075 mm 100,00 100,00 19,87 29,59
6 Direct Shear c (Kg/cm2) 0,024 0,051 0,030 0,040φ ( ˚ ) 11,50 10,00 11,00 9,00
7 UCS qu qu (Kg/cm2) 0,025 0,035 0,045 0,051cu cu (Kg/cm2)qr qr (Kg/cm2) 0,020 0,018 0,030 0,035Sensitivity (St) 1,282 1,944 1,500 1,457
8 Consolidation Cc 0,475 0,430 0,760 0,481Cs 0,049 0,058 0,122 0,087Cv cm2/sec 8,12E-03 8,02E-03 8,17E-03 8,12E-03k cm/sec 8,71E-07 9,00E-07 6,31E-07 7,00E-07e 1,750 1,588 2,323 1,949n 0,636 0,614 0,699 0,661
Soil Classification (Unified Soil Classification System) ML ML ML CL
October 09, 2007
Yusti Yudiawati, ST, MTGeotechnical Engineer
KIND of TEST
CONCLUSION of SOIL INVESTIGATION ( BH-4 )
NOINVESTIGATION RESULT
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 44,00 42,60Cont. Weight + Dry Soil Gr 29,10 27,30Water Weight Gr 14,90 15,30Container Weight Gr 10,30 8,80Weight Dry Gr 18,80 18,50WATER CONTENT % 79,26 82,70Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 259,8 259,2W Ring Gr 159,1 159,1W wet soil Gr 100,7 100,1Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,50 1,49Average Gr/Cm3 1,49
UNIT WEIGHT
WATER CONTENT
80,98
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 39,80 46,60Cont. Weight + Dry Soil Gr 26,50 30,00Water Weight Gr 13,30 16,60Container Weight Gr 10,00 8,90Weight Dry Gr 16,50 21,10WATER CONTENT % 80,61 78,67Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 258,4 257,8W Ring Gr 159,1 159,1W wet soil Gr 99,3 98,7Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,48 1,47Average Gr/Cm3
WATER CONTENT
79,64
UNIT WEIGHT
1,47
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 40,70 50,10Cont. Weight + Dry Soil Gr 25,80 31,20Water Weight Gr 14,90 18,90Container Weight Gr 8,90 8,80Weight Dry Gr 16,90 22,40WATER CONTENT % 88,17 84,38Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 257,3 256,8W Ring Gr 159,1 159,1W wet soil Gr 98,2 97,7Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,46 1,45Average Gr/Cm3
WATER CONTENT
86,27
UNIT WEIGHT
1,46
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2Cont. Weight + Wet Soil Gr 34,60 32,70Cont. Weight + Dry Soil Gr 24,20 22,30Water Weight Gr 10,40 10,40Container Weight Gr 10,40 8,80Weight Dry Gr 13,80 13,50WATER CONTENT % 75,36 77,04Average %
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Container No. 1 2W Ring + Wet soil Gr 260,1 259,4W Ring Gr 159,1 159,1W wet soil Gr 101 100,3Diameter Ring Cm 3,5 3,5H Ring Cm 7,0 7,0Volume Cm3 67,31 67,31Unit Weight Gr/Cm3 1,50 1,49Average Gr/Cm3
WATER CONTENT
76,20
UNIT WEIGHT
1,50
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 04, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,10 142,302 W Picno + Soil + Water, W2 T ° C 170,30 170,603 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 27,00 27,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,29 2,306 Correction, A 0,9983 0,99837 Gs (at 20ºC) = Gs (at TºC) x A 2,29 2,308 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
2,295
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 29, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,00 142,402 W Picno + Soil + Water, W2 T ° C 167,70 170,203 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,06 2,256 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,05 2,258 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,151
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,40 142,102 W Picno + Soil + Water, W2 T ° C 171,90 171,703 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,44 2,456 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,43 2,458 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,440
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
No Picnometer No. 1 21 W Picno + Water, W1 Gr 142,00 142,202 W Picno + Soil + Water, W2 T ° C 172,20 172,303 W Dry, W3 cm3 50,00 50,004 Temperatur Campuran Air + Tanah, TºC Gr 28,00 28,005 Gs (at TºC) = W3 / [(W1 + W3) - W2] 2,53 2,516 Correction, A 0,9980 0,99807 Gs (at 20ºC) = Gs (at TºC) x A 2,52 2,518 Specific Gravity
Table : Temperatur CorrectionT ° C Correction T ° C Correction T ° C Correction
15 1,0009 21 0,9998 27 0,998316 1,0007 22 0,9996 28 0,998017 1,0006 23 0,9993 29 0,997718 1,0004 24 0,9991 30 0,997419 1,0002 25 0,9988 3120 1,0000 26 0,9986 32
Table : Water Intencity ( w)T ° C w T ° C w T ° C w
15 0,999129 21 0,9980 27 0,996516 0,9990 22 0,9978 28 0,996317 0,9988 23 0,9976 29 0,996018 0,9986 24 0,9973 30 0,995719 0,9984 25 0,9971 3120 0,9982 26 0,9968 32
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SPECIFIC GRAVITY TEST(ASTM D - 854 - 58)
(AASHTO T - 100 - 74)
2,514
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 16 28 32 47 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 56,70 48,90 43,20 45,50 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 40,5 36,4 32,1 34,1 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 16,2 12,5 11,1 11,4 (5) W Container Gr(6) W Container Gr 8,80 10,40 8,90 8,90 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 31,70 26,00 23,20 25,20 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 51,10 48,08 47,84 45,24 (8) Plastic limit %
1C.1
33,0026,80
PI
ATTERBERG LIMIT TEST
34,44
(ASTM D - 423 - 66 / ASTM D - 424 - 74)(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
6,208,80
18,0034,444
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
and silt organic
Silt anorganic with medium compresibility
48,8 34,44 14,36
LL PLLIQUID LIMIT GRAPH
444546474849505152
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 13 26 37 46 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 51,0 47,6 43,2 42,0 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 37,4 35,3 32,1 31,6 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 13,6 12,3 11,1 10,4 (5) W Container Gr(6) W Container Gr 10,30 10,40 8,80 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 27,10 24,90 23,30 22,80 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 50,18 49,40 47,64 45,61 (8) Plastic limit %
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
37,4029,707,70
10,3019,40
39,69139,69
LL PL PI
48,7 39,69 9,01
Silt anorganic with medium compresibility
and silt organic
LIQUID LIMIT GRAPH
44
46
48
50
52
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 14 28 36 47 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 51,40 47,80 43,50 42,10 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 37,9 35,6 32,3 31,7 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 13,5 12,2 11,2 10,4 (5) W Container Gr(6) W Container Gr 10,40 10,40 8,80 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 27,50 25,20 23,50 22,90 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 49,09 48,41 47,66 45,41 (8) Plastic limit %
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
37,8030,107,70
10,2019,90
38,69338,69
LL PL PI
48,1 38,69 9,41
Silt anorganic with medium compresibility
and silt organic
LIQUID LIMIT GRAPH
45
46
47
48
49
50
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
LIQUID LIMIT : PLASTIC LIMIT :Sample No. 1 2 3 4 Sample No.
(1) Number of Blows 16 28 38 47 (1) Container No.(2) Container No. C1 C2 C3 C4 (2) W cont + W wet soil Gr(3) W cont + W wet soil Gr 48,90 43,50 39,30 36,60 (3) W cont + dry soil Gr(4) W cont + dry soil Gr 35,8 32,5 29,8 28,5 (4) W water (2) - (3) Gr(5) W water (3) - (4) Gr 13,1 11,0 9,5 8,1 (5) W Container Gr(6) W Container Gr 8,80 8,80 8,80 8,80 (6) W dry soil (3) - (5) Gr(7) W dry soil (4) - (6) Gr 27,00 23,70 21,00 19,70 (7) Water content (4)/(6)*100 %(8) Water content (5)/(7)*100 % 48,52 46,41 45,24 41,12 (8) Plastic limit %
Silt anorganic with medium compresibility
and silt organic
46,6 39,15 7,45
39,15139,15
LL PL PI
31,308,30
10,1021,20
(ASTM D - 423 - 66 / ASTM D - 424 - 74)
1C.1
39,60
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
ATTERBERG LIMIT TEST(AASHTO T - 89 - 74 / AASHTO T - 90 - 74)
LIQUID LIMIT GRAPH
40
42
44
46
48
50
1 10 100
Blows
Wat
er c
onte
nt (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,29
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % refined grain Rcl L A D(menit) Tº C a Rcp x 100 (cm) (mm)
500,25 28 28 26,15 86,9358 29 11,70 0,0130 0,08890,5 28 28 26,15 86,9358 29 11,70 0,0130 0,06291 28 28 26,15 86,9358 29 11,70 0,0130 0,04452 28 27 25,15 83,6113 28 11,70 0,0132 0,03195 28 26 24,15 80,2868 27 11,70 0,0133 0,020315 28 23 21,15 70,3132 24 11,70 0,0138 0,012230 28 21 19,15 63,6642 22 11,70 0,0141 0,008860 28 18 16,15 53,6907 19 11,70 0,0148 0,0065
240 28 16 14,15 47,0417 17 11,70 0,0151 0,00331440 27 13 11,15 37,0682 14 11,90 0,0151 0,00142880 27 10 8,15 27,0947 11 11,90 0,0151 0,0010
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
HYDROMETER TEST(AASHTO T - 88 - 72)(ASTM D - 422 - 72)
Curve: Distribute Grain Size
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l slip
off
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
W dry soil : 50 gramSpecific Gravity : 2,15
Meniscus Correction, Fm : 1Zero Reading Correction, Fz : 4Temperature Correction, Ft : 2,15Specifik Gravity Correction (a) = 1,662
Time Temp. R Rcp % refined grain Rcl L A D(menit) Tº C a Rcp x 100 (cm) (mm)
500,25 29 30 28,15 93,5848 31 11,40 0,0129 0,08710,5 29 30 28,15 93,5848 31 11,40 0,0129 0,06161 29 30 28,15 93,5848 31 11,40 0,0129 0,04362 29 29 27,15 90,2603 30 11,50 0,0129 0,03095 29 28 26,15 86,9358 29 11,70 0,0129 0,019715 29 27 25,15 83,6113 28 11,90 0,0129 0,011530 29 25 23,15 76,9623 26 12,20 0,0129 0,008260 29 24 22,15 73,6377 25 12,40 0,0129 0,0059
240 28 22 20,15 66,9887 23 12,70 0,0130 0,00301440 28 19 17,15 57,0152 20 13,20 0,0130 0,00122880 28 17 15,15 50,3662 18 13,50 0,0130 0,0009
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
(ASTM D - 422 - 72)
HYDROMETER TEST(AASHTO T - 88 - 72)
Curve: Distribute Grain Size
0
10
20
30
40
50
60
70
80
90
100
0,0000,0010,0100,1001,00010,000100,000 Diameter (mm)
Tota
l slip
off
siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
W soil % weightNo. φ (mm) (gr) retained retained slip off 3/4 19,10 0,00 0,00 0,00 100,000 3/8 9,500 0,00 0,00 0,00 100,000
4 4,750 0,00 0,00 0,00 100,0008 2,360 0,00 0,00 0,00 100,000
10 2,000 0,00 0,00 0,00 100,00040 0,425 0,00 0,00 0,00 100,000100 0,150 77,80 61,84 61,84 38,156200 0,075 23,00 18,28 80,13 19,873Pan 25,00 19,87
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
(ASTM C - 136 - 46)
Sieve % Kumulatif
SEIVE ANALISYS(AASHTO T - 27 - 74)
Total weight 125,80
Curve: Distribute Grain Size
0
10
20
30
40
50
60
70
80
90
1000,0 0,1 1,0 10,0 100,0Diameter (mm)
Tota
l slip
off
Siev
e (%
)
Jln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 03, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
W soil % weightNo. φ (mm) (gr) retained retained slip off 3/4 19,10 0,00 0,00 0,00 100,000 3/8 9,500 0,00 0,00 0,00 100,000
4 4,750 0,00 0,00 0,00 100,0008 2,360 0,00 0,00 0,00 100,000
10 2,000 0,00 0,00 0,00 100,00040 0,425 26,20 7,13 7,13 92,869100 0,150 127,80 34,78 41,92 58,084200 0,075 104,70 28,50 70,41 29,586Pan 108,70 29,59
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and Research
SEIVE ANALISYS(AASHTO T - 27 - 74)(ASTM C - 136 - 46)
Sieve % Kumulatif
Total weight 367,40
Curve: Distribute Grain Size
0
10
20
30
40
50
60
70
80
90
1000,0 0,1 1,0 10,0 100,0Diameter (mm)
Tota
l slip
off
Siev
e (%
)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(menit) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,00 0,42 1,60 0,67 1,80 0,760,50 0,316 2,00 0,84 2,40 1,01 3,80 1,60 0,101 0,0591,00 0,361 3,00 1,26 3,80 1,60 5,00 2,101,50 0,947 3,60 1,51 5,00 2,10 6,60 2,77 0,202 0,0872,00 1,262 4,40 1,85 6,00 2,52 7,40 3,112,50 1,578 4,40 1,85 6,50 2,73 8,80 3,70 0,304 0,1263,00 1,893 4,40 1,85 6,50 2,73 9,40 3,953,50 2,209 6,50 2,73 9,40 3,954,00 2,524 9,40 3,954,50 2,8405,00 3,1556,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,024 kg/cm2 φ = 11,5 °
DIRECT SHEAR TEST
( ASTM D - 3080 - 72)( AASHTO T - 236 - 72 )
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45Normal Stress (Kg/Cm2)
Shea
r Str
ess
(Kg/
Cm
2)
11,5
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(menit) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,00 0,42 1,40 0,59 2,00 0,840,50 0,316 2,00 0,84 2,80 1,18 3,60 1,51 0,101 0,0621,00 0,361 3,20 1,34 5,20 2,19 5,40 2,271,50 0,947 4,00 1,68 5,80 2,44 6,80 2,86 0,202 0,1002,00 1,262 4,60 1,93 6,60 2,77 7,40 3,112,50 1,578 4,60 1,93 7,40 3,11 8,60 3,61 0,304 0,1263,00 1,893 4,60 1,93 7,40 3,11 9,40 3,953,50 2,209 7,40 3,11 9,40 3,954,00 2,524 9,40 3,954,50 2,8405,00 3,1556,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,030 kg/cm2 φ = 11 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,000 0,050 0,100 0,150 0,200 0,250 0,300 0,350 0,400 0,450Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
11 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(menit) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,40 0,59 1,50 0,63 1,80 0,760,50 0,316 2,20 0,92 2,80 1,18 3,20 1,34 0,101 0,0751,00 0,361 3,40 1,43 3,80 1,60 5,40 2,271,50 0,947 4,00 1,68 4,80 2,02 7,20 3,03 0,202 0,0972,00 1,262 5,20 2,19 6,60 2,77 8,60 3,612,50 1,578 5,60 2,35 7,20 3,03 8,60 3,61 0,304 0,1163,00 1,893 5,60 2,35 7,20 3,03 8,60 3,613,50 2,209 5,60 2,35 7,20 3,034,00 2,5244,50 2,8405,00 3,1556,00 3,7867,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,051 kg/cm2 φ = 10 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
10 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Time Horizontal Load N 3,167 Load N 6,324 Load N 9,491 = N/A = P/A(menit) Deformation Reading Shear Reading Shear Reading Shear0,00 0,000 0,00 0,00 0,00 0,00 0,00 0,000,25 0,158 1,00 0,42 1,40 0,59 2,00 0,840,50 0,316 2,00 0,84 2,60 1,09 4,00 1,68 0,101 0,0811,00 0,361 2,60 1,09 3,80 1,60 6,00 2,521,50 0,947 3,20 1,34 5,00 2,10 7,00 2,94 0,202 0,1102,00 1,262 4,40 1,85 6,00 2,52 8,60 3,612,50 1,578 5,20 2,19 7,00 2,94 9,20 3,87 0,304 0,1563,00 1,893 6,00 2,52 7,60 3,19 10,00 4,203,50 2,209 6,00 2,52 8,20 3,45 10,60 4,454,00 2,524 6,00 2,52 8,20 3,45 11,00 4,624,50 2,840 8,20 3,45 11,60 4,875,00 3,155 11,60 4,876,00 3,786 11,60 4,877,00 4,4178,00 5,0489,00 5,67910,00 6,31011,00 6,94112,00 7,57213,00 8,20314,00 8,83415,00 9,465
Sample Diameter 63.1 mm, height 20 mm, Areas 31.25 cm2
Tool prov. ring calibration 0.1610 kg/10-4
Result c = 0,040 kg/cm2 φ = 9 °
DIRECT SHEAR TEST( AASHTO T - 236 - 72 )( ASTM D - 3080 - 72)
DIRECT SHEAR GRAPH
0,000
0,050
0,100
0,150
0,200
0,250
0,300
0,350
0,400
0,450
0,500
0,00 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40Normal Stress (Kg/Cm2)
Shea
r (K
g/C
m2)
9 o
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0125 Kg/Cm2Volume : 67,314 Cm3 qu : 0,0250 Kg/Cm3Weight : 100,7 Gr St : 1,282Unit Weight : 1,50 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,4 1,05 0,011 0,989 17,914 0,2 0,0122,0 140 0,6 1,40 0,015 0,985 17,983 0,3 0,0182,5 175 0,8 1,75 0,019 0,981 18,052 0,4 0,0243,0 210 0,9 2,10 0,023 0,977 18,121 0,5 0,0273,5 245 1,0 2,45 0,026 0,974 18,191 0,5 0,0304,0 280 0,8 4,90 0,053 0,947 18,697 0,4 0,0244,5 315 0,6 3,15 0,034 0,966 18,333 0,3 0,0185,0 350 0,5 3,50 0,038 0,962 18,405 0,3 0,0155,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
(AASHTO T - 208 - 70)UNCONFINED COMPRESSIVE STRENGTH
(ASTM D - 2166 - 66)
Time
Undisturb
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Undisturb (qu)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Remoulded (qr)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,00975 Kg/Cm2Volume : 67,314 Cm3 qr : 0,0195 Kg/Cm3Weight : 100,10 Gr St : 1,282Unit Weight : 1,49 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,1 0,35 0,004 0,996 17,779 0,1 0,0031,0 70 0,2 0,70 0,008 0,992 17,846 0,1 0,0061,5 105 0,3 1,05 0,011 0,989 17,914 0,2 0,0092,0 140 0,5 1,40 0,015 0,985 17,983 0,3 0,0152,5 175 0,7 1,75 0,019 0,981 18,052 0,4 0,0213,0 210 0,8 2,10 0,023 0,977 18,121 0,4 0,0243,5 245 0,7 2,45 0,026 0,974 18,191 0,4 0,0214,0 280 0,5 2,80 0,030 0,970 18,262 0,3 0,0154,5 315 0,4 3,15 0,034 0,966 18,333 0,2 0,0125,0 3505,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Remoulded
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0175 Kg/Cm2Volume : 67,314 Cm3 qu : 0,035 Kg/Cm3Weight : 99,3 Gr St : 1,944Unit Weight : 1,48 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,4 0,70 0,008 0,992 17,846 0,2 0,0121,5 105 0,6 1,05 0,011 0,989 17,914 0,3 0,0182,0 140 0,8 1,40 0,015 0,985 17,983 0,4 0,0242,5 175 0,9 1,75 0,019 0,981 18,052 0,5 0,0273,0 210 1,0 2,10 0,023 0,977 18,121 0,5 0,0303,5 245 1,2 2,45 0,026 0,974 18,191 0,7 0,0364,0 280 1,3 4,90 0,053 0,947 18,697 0,7 0,0384,5 315 1,2 3,15 0,034 0,966 18,333 0,7 0,0365,0 350 1,0 3,50 0,038 0,962 18,405 0,5 0,0305,5 385 0,8 3,85 0,041 0,959 18,477 0,4 0,0246,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Undisturb
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Kondisi Undisturb (qu)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,040
0,045
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Kondisi Remoulded (qr)
0,000
0,005
0,010
0,015
0,020
0,025
0,030
0,035
0,040
0,045
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,009 Kg/Cm2Volume : 67,314 Cm3 qr : 0,018 Kg/Cm3Weight : 98,7 Gr St : 1,944Unit Weight : 1,47 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,4 1,05 0,011 0,989 17,914 0,2 0,0122,0 140 0,6 1,40 0,015 0,985 17,983 0,3 0,0182,5 175 0,8 1,75 0,019 0,981 18,052 0,4 0,0243,0 210 0,6 2,10 0,023 0,977 18,121 0,3 0,0183,5 245 0,4 2,45 0,026 0,974 18,191 0,2 0,0124,0 2804,5 3155,0 3505,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
Remoulded
(ASTM D - 2166 - 66)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0225 Kg/Cm2Volume : 67,314 Cm3 qu : 0,045 Kg/Cm3Weight : 98,2 Gr St : 1,500Unit Weight : 1,46 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,5 0,70 0,008 0,992 17,846 0,3 0,0151,5 105 0,8 1,05 0,011 0,989 17,914 0,4 0,0252,0 140 1,0 1,40 0,015 0,985 17,983 0,5 0,0312,5 175 1,2 1,75 0,019 0,981 18,052 0,7 0,0373,0 210 1,3 2,10 0,023 0,977 18,121 0,7 0,0393,5 245 1,5 2,45 0,026 0,974 18,191 0,8 0,0454,0 280 1,2 4,90 0,053 0,947 18,697 0,7 0,0354,5 315 1,0 3,15 0,034 0,966 18,333 0,5 0,0305,0 3505,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Undisturb
Time
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Kondisi Undisturb (qu)
0,00
0,01
0,01
0,02
0,02
0,03
0,03
0,04
0,04
0,05
0,05
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Kondisi Remoulded (qr)
0,00
0,01
0,01
0,02
0,02
0,03
0,03
0,04
0,04
0,05
0,05
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,015 Kg/Cm2Volume : 67,314 Cm3 qr : 0,03 Kg/Cm3Weight : 97,7 Gr St : 1,500Unit Weight : 1,45 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,4 0,70 0,008 0,992 17,846 0,2 0,0121,5 105 0,6 1,05 0,011 0,989 17,914 0,3 0,0182,0 140 0,7 1,40 0,015 0,985 17,983 0,4 0,0212,5 175 0,8 1,75 0,019 0,981 18,052 0,4 0,0243,0 210 1,0 2,10 0,023 0,977 18,121 0,5 0,0303,5 245 1,2 2,45 0,026 0,974 18,191 0,7 0,0364,0 280 1,0 2,80 0,030 0,970 18,262 0,5 0,0304,5 315 0,8 3,15 0,034 0,966 18,333 0,4 0,0245,0 3505,5 3856,0 4206,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
Time
Remoulded
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0255 Kg/Cm2Volume : 67,314 Cm3 qu : 0,051 Kg/Cm3Weight : 101 Gr St : 1,457Unit Weight : 1,50 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,3 0,70 0,008 0,992 17,846 0,2 0,0091,5 105 0,5 1,05 0,011 0,989 17,914 0,3 0,0152,0 140 0,7 1,40 0,015 0,985 17,983 0,4 0,0212,5 175 0,9 1,75 0,019 0,981 18,052 0,5 0,0273,0 210 1,0 2,10 0,023 0,977 18,121 0,5 0,0303,5 245 1,4 2,45 0,026 0,974 18,191 0,8 0,0424,0 280 1,8 4,90 0,053 0,947 18,697 1,0 0,0534,5 315 2,0 3,15 0,034 0,966 18,333 1,1 0,0605,0 350 1,8 3,50 0,038 0,962 18,405 1,0 0,0545,5 385 1,6 3,85 0,041 0,959 18,477 0,9 0,0486,0 420 1,3 4,20 0,045 0,955 18,550 0,7 0,0396,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
Undisturb
Time
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 208 - 70)(ASTM D - 2166 - 66)
UNCONFINED COMPRESSIVE STRENGTH
Undisturb (qu)
0,000
0,010
0,020
0,030
0,040
0,050
0,060
0,070
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
Stre
ss (K
g/C
m2)
Remoulded (qr)
0,000
0,010
0,020
0,030
0,040
0,050
0,060
0,070
0,000 0,010 0,020 0,030 0,040 0,050 0,060
Strain (Kg/Cm2)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Diameter : 3,5 CmHeight of sample : 7,0 CmArea : 9,616 Cm2 C : 0,0175 Kg/Cm2Volume : 67,314 Cm3 qr : 0,035 Kg/Cm3Weight : 100,3 Gr St : 1,457Unit Weight : 1,49 Gr/Cm3 LCR : 0,549496
Dial Soil Axial Factor Area Area Load CompressionReading Load Deformation Strain Corrected Corrected Total Stress
(menit) (*0.01) ( Kg ) h (mm) ε= ∆ h/h 1 - ε A'=A0/(1-ε) ( P )0,0 0 0,0 0,00 0,000 0,000 17,712 0,0 0,0000,5 35 0,2 0,35 0,004 0,996 17,779 0,1 0,0061,0 70 0,4 0,70 0,008 0,992 17,846 0,2 0,0121,5 105 0,5 1,05 0,011 0,989 17,914 0,3 0,0152,0 140 0,6 1,40 0,015 0,985 17,983 0,3 0,0182,5 175 0,8 1,75 0,019 0,981 18,052 0,4 0,0243,0 210 0,9 2,10 0,023 0,977 18,121 0,5 0,0273,5 245 1,0 2,45 0,026 0,974 18,191 0,5 0,0304,0 280 1,2 2,80 0,030 0,970 18,262 0,7 0,0364,5 315 1,5 3,15 0,034 0,966 18,333 0,8 0,0455,0 350 1,2 3,50 0,038 0,962 18,405 0,7 0,0365,5 385 1,1 3,85 0,041 0,959 18,477 0,6 0,0336,0 420 0,9 4,20 0,045 0,955 18,550 0,5 0,0276,5 4557,0 4907,5 5258,0 5609,0 63010,0 70011,0 77012,0 84013,0 91014,0 98015,0 105016,0 112017,0 119018,0 126019,0 133020,0 1400
(ASTM D - 2166 - 66)
Time
Remoulded
UNCONFINED COMPRESSIVE STRENGTH(AASHTO T - 208 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 76,6 Height (Ho) Cm 1,4 0,94W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 1,750 0,852W wet soil Gr 59,7 33,8 Water content (w) % 156,223 45,064W dry soil (Ws) Gr 23,3 23,3 Saturated S = (w*Gs)/e % 204,913 121,374W water Gr 36,4 10,5 Specific Gravity (Gs) Gr/Cm3Water content (w) % 156,223 45,064 Coefficient compression CcUnit Weight Gr/Cm3 2,139 1,211 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,470 1,750 2,340 3,420 4,140 5,110 4,9609,6 detik 0,150 1,490 1,790 2,520 3,490 4,240
21,4 detik 0,230 1,500 1,820 2,610 3,520 4,29038,4 detik 0,310 1,510 1,840 2,670 3,550 4,330
1 menit 0,380 1,520 1,850 2,730 3,580 4,380 A = 19,942,25 menit 0,530 1,540 1,900 2,880 3,660 4,500 Ht = Ws/A.G
4 menit 0,720 1,560 1,940 3,000 3,710 4,570 = 0,5099 menit 1,070 1,590 2,020 3,150 3,790 4,650
16 menit 1,250 1,610 2,080 3,250 3,850 4,83025 menit 1,310 1,620 2,120 3,290 3,890 4,88036 menit 1,340 1,640 2,150 3,310 3,930 4,92049 menit 1,350 1,650 2,170 3,320 3,950 4,94024 jam 1,470 1,750 2,340 3,420 4,140 5,110 4,960 4,570
(ASTM D - 2435 - 70)
2,29
K O N S O L I D A S I(AASHTO T - 216 - 74)
0,475 0,049
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,8908 1,7496 0,0000,1470 1,3265
0,25 0,1470 1,2530 0,7438 1,4609 51,875 0,0080 0,0280 1,2390
0,5 0,1750 1,2250 0,7158 1,4059 49,840 0,0083 0,0590 1,1955
1 0,2340 1,1660 0,6568 1,2901 51,875 0,0080 0,1080 1,1120
2 0,3420 1,0580 0,5488 1,0779 49,840 0,0083 0,0720 1,0220
4 0,4140 0,9860 0,4768 0,9365 51,875 0,0080 0,0970 0,9375
8 0,5110 0,8890 0,3798 0,7460 51,875 0,0080 (0,0150) 0,8965
2 0,4960 0,9040 0,3948 0,7755 (0,0390) 0,9235
0,25 0,4570 0,9430 0,4338 0,8521 (0,4570) 0,4715
(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec (cm/sec)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1470 0,1173 0,4693 0,0080 3,76E-06
0,25 1,2530 0,0280 0,0229 0,0457 0,0083 3,81E-07
0,50 1,2250 0,0590 0,0506 0,0506 0,0080 4,05E-07
1,00 1,1660 0,1080 0,1021 0,0510 0,0083 4,26E-07
2,00 1,0580 0,0720 0,0730 0,0183 0,0080 1,46E-07
4,00 0,9860 0,0970 0,1091 0,0136 0,0080 1,09E-07
8,00 0,8890 Rata-rata 0,1081 0,0081 8,71E-07
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm)Pressure
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 02,00 - 02,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2435 - 70)
K O N S O L I D A S I(AASHTO T - 216 - 74)
Pressure Vs e
0,50,70,91,11,31,51,7
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 76,4 Height (Ho) Cm 1,4 0,96W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 1,588 0,771W wet soil Gr 59,5 34 Water content (w) % 156,466 46,552W dry soil (Ws) Gr 23,2 23,2 Saturated S = (w*Gs)/e % 211,924 129,883W water Gr 36,3 10,8 Specific Gravity (Gs) Gr/Cm3Water content (w) % 156,466 46,552 Coefficient compression CcUnit Weight Gr/Cm3 2,131 1,218 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,520 1,910 2,460 3,370 4,180 5,020 4,8309,6 detik 0,220 1,550 1,970 2,640 3,470 4,280
21,4 detik 0,280 1,570 1,990 2,700 3,500 4,32038,4 detik 0,340 1,580 2,010 2,750 3,540 4,360
1 menit 0,390 1,590 2,020 2,790 3,570 4,410 A = 19,942,25 menit 0,540 1,610 2,070 2,880 3,660 4,520 Ht = Ws/A.G
4 menit 0,660 1,640 2,110 2,930 3,730 4,590 = 0,5419 menit 0,930 1,680 2,170 3,050 3,850 4,710
16 menit 1,130 1,710 2,220 3,110 3,920 4,77025 menit 1,250 1,730 2,260 3,160 3,960 4,81036 menit 1,320 1,750 2,290 3,180 3,980 4,84049 menit 1,350 1,760 2,310 3,210 4,000 4,86024 jam 1,520 1,910 2,460 3,370 4,180 5,020 4,830 4,420
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
2,150,430 0,058
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,8590 1,5878 0,0000,1520 1,3240
0,25 0,1520 1,2480 0,7070 1,3069 51,875 0,0080 0,0390 1,2285
0,5 0,1910 1,2090 0,6680 1,2348 53,833 0,0077 0,0550 1,1815
1 0,2460 1,1540 0,6130 1,1331 49,840 0,0083 0,0910 1,1085
2 0,3370 1,0630 0,5220 0,9649 51,875 0,0080 0,0810 1,0225
4 0,4180 0,9820 0,4410 0,8152 49,840 0,0083 0,0840 0,9400
8 0,5020 0,8980 0,3570 0,6599 53,833 0,0077 (0,0190) 0,9075
2 0,4830 0,9170 0,3760 0,6950 (0,0410) 0,9375
0,25 0,4420 0,9580 0,4170 0,7708 (0,4420) 0,4790
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec (cm/sec)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1520 0,1218 0,4872 0,0080 3,90E-06
0,25 1,2480 0,0390 0,0323 0,0645 0,0077 4,98E-07
0,50 1,2090 0,0550 0,0477 0,0477 0,0083 3,97E-07
1,00 1,1540 0,0910 0,0856 0,0428 0,0080 3,43E-07
2,00 1,0630 0,0810 0,0825 0,0206 0,0083 1,72E-07
4,00 0,9820 0,0840 0,0935 0,0117 0,0077 9,03E-08
8,00 0,8980 Rata-rata 0,1124 0,0080 9,00E-07
Pressure∆H (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 05,00 - 05,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
K O N S O L I D A S I
Pressure Vs e
0,5
0,7
0,9
1,1
1,3
1,5
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 75 Height (Ho) Cm 1,4 0,93W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 2,323 1,217W wet soil Gr 58,1 32,8 Water content (w) % 183,415 60,000W dry soil (Ws) Gr 20,5 20,5 Saturated S = (w*Gs)/e % 192,671 120,318W water Gr 37,6 12,3 Specific Gravity (Gs) Gr/Cm3Water content (w) % 183,415 60,000 Coefficient compression CcUnit Weight Gr/Cm3 2,081 1,175 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 0,800 1,130 1,890 3,050 4,610 5,620 5,3109,6 detik 0,120 0,820 1,180 1,940 3,270 4,700
21,4 detik 0,160 0,830 1,190 1,960 3,360 4,73038,4 detik 0,180 0,840 1,210 1,980 3,430 4,760
1 menit 0,210 0,850 1,230 2,010 3,490 4,800 A = 19,942,25 menit 0,290 0,860 1,260 2,070 3,650 4,890 Ht = Ws/A.G
4 menit 0,340 0,880 1,300 2,150 3,760 4,960 = 0,4219 menit 0,450 0,900 1,380 2,280 3,990 5,100
16 menit 0,540 0,930 1,450 2,390 4,190 5,23025 menit 0,600 0,950 1,510 2,510 4,340 5,31036 menit 0,630 0,960 1,550 2,590 4,400 5,36049 menit 0,650 0,970 1,600 2,660 4,450 5,38024 jam 0,800 1,130 1,890 3,050 4,610 5,620 5,310 4,660
0,760 0,122
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
2,44
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9787 2,3229 0,0000,0800 1,3600
0,25 0,0800 1,3200 0,8987 2,1330 51,875 0,0080 0,0330 1,3035
0,5 0,1130 1,2870 0,8657 2,0547 49,840 0,0083 0,0760 1,2490
1 0,1890 1,2110 0,7897 1,8743 49,840 0,0083 0,1160 1,1530
2 0,3050 1,0950 0,6737 1,5990 51,875 0,0080 0,1560 1,0170
4 0,4610 0,9390 0,5177 1,2287 49,840 0,0083 0,1010 0,8885
8 0,5620 0,8380 0,4167 0,9890 51,875 0,0080 (0,0310) 0,8535
2 0,5310 0,8690 0,4477 1,0626 (0,0650) 0,9015
0,25 0,4660 0,9340 0,5127 1,2168 (0,4660) 0,4670
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec (cm/sec)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,0800 0,0606 0,2424 0,0080 1,94E-06
0,25 1,3200 0,0330 0,0256 0,0513 0,0083 4,28E-07
0,50 1,2870 0,0760 0,0628 0,0628 0,0083 5,23E-07
1,00 1,2110 0,1160 0,1059 0,0530 0,0080 4,24E-07
2,00 1,0950 0,1560 0,1661 0,0415 0,0083 3,46E-07
4,00 0,9390 0,1010 0,1205 0,0151 0,0080 1,21E-07
8,00 0,8380 Rata-rata 0,0777 0,0082 6,31E-07
∆H (cm)Pressure
K O N S O L I D A S I(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 11,00 - 11,50 m Checked by : Yusti Yudiawati, MT
(ASTM D - 2435 - 70)
K O N S O L I D A S I(AASHTO T - 216 - 74)
Pressure Vs e
0,6
1,1
1,6
2,1
2,6
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
Water Content & Unit Weight Before After Before AfterW wet soil + ring Gr 77,3 Height (Ho) Cm 1,4 1,03W ring Gr 16,9 Void ratio e = (H0-Ht)/Ht 1,949 1,167W wet soil Gr 60,4 35,6 Water content (w) % 153,782 49,580W dry soil (Ws) Gr 23,8 23,8 Saturated S = (w*Gs) % 198,386 106,777W water Gr 36,6 11,8 Specific Gravity (Gs) Gr/Cm3Water content (w) % 153,782 49,580 Coefficient compression CcUnit Weight Gr/Cm3 2,164 1,275 Coefficient swelling Cs
Load (Kg) 0,5 1,0 2,0 4,0 8,0 16,0 4,0 0,5Pressure (Kg/Cm2) 0,25 0,5 1 2 4 8 2 0,25
0 detik 0,000 1,130 1,510 2,010 2,710 3,720 4,570 4,3209,6 detik 0,100 1,170 1,540 2,060 2,870 3,800
21,4 detik 0,130 1,180 1,550 2,080 2,900 3,82038,4 detik 0,160 1,190 1,560 2,090 2,940 3,850
1 menit 0,180 1,200 1,570 2,110 2,970 3,870 A = 19,942,25 menit 0,250 1,210 1,600 2,160 3,060 3,950 Ht = Ws/A.G
4 menit 0,330 1,230 1,620 2,200 3,130 4,020 = 0,4759 menit 0,440 1,270 1,680 2,290 3,260 4,140
16 menit 0,580 1,290 1,730 2,370 3,360 4,24025 menit 0,700 1,320 1,780 2,430 3,450 4,31036 menit 0,800 1,350 1,810 2,480 3,500 4,35049 menit 0,870 1,370 1,840 2,520 3,540 4,38024 jam 1,130 1,510 2,010 2,710 3,720 4,570 4,320 3,710
(ASTM D - 2435 - 70)
2,510,481 0,087
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
End of Height of soil Void Height Void Ratio Fitting Cm2/secPressure Dial Reading sample at end (Hv) at end of time Cv(kg/cm2) (cm) of every dial reading (cm) every reading t90 Tv.Hdr^2
Ht (cm) ( e ) t90
0 0,0000 1,4000 0,9252 1,9487 0,0000,1130 1,3435
0,25 0,1130 1,2870 0,8122 1,7107 51,875 0,0080 0,0380 1,2680
0,5 0,1510 1,2490 0,7742 1,6306 49,840 0,0083 0,0500 1,2240
1 0,2010 1,1990 0,7242 1,5253 51,875 0,0080 0,0700 1,1640
2 0,2710 1,1290 0,6542 1,3779 49,840 0,0083 0,1010 1,0785
4 0,3720 1,0280 0,5532 1,1652 51,875 0,0080 0,0850 0,9855
8 0,4570 0,9430 0,4682 0,9861 51,875 0,0080 (0,0250) 0,9555
2 0,4320 0,9680 0,4932 1,0388 (0,0610) 0,9985
0,25 0,3710 1,0290 0,5542 1,1673 (0,3710) 0,5145
(ASTM D - 2435 - 70)
∆H (cm) Ht(av) (cm)
K O N S O L I D A S I(AASHTO T - 216 - 74)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
H (cm) mv Cv k=mv.Cv. γω(kg/cm2) ∆H /H (cm2/kg) cm2/sec (cm/sec)
(1) (2) (3) (4) = (3) / (2) (5) = (4) : (1) (6) (7) = (5) x (6) x 10-3
0,00 1,40000,1130 0,0878 0,3512 0,0080 2,81E-06
0,25 1,2870 0,0380 0,0304 0,0608 0,0083 5,07E-07
0,50 1,2490 0,0500 0,0417 0,0417 0,0080 3,34E-07
1,00 1,1990 0,0700 0,0620 0,0310 0,0083 2,58E-07
2,00 1,1290 0,1010 0,0982 0,0246 0,0080 1,97E-07
4,00 1,0280 0,0850 0,0901 0,0113 0,0080 9,03E-08
8,00 0,9430 Rata-rata 0,0868 0,0081 7,00E-07
Pressure∆H (cm)
PT. KALIMANTAN SOIL ENGINEERINGSoil Testing, Foundation, Geotechnic Design and ResearchJln. A.Yani Km.23,5 Landasan Ulin BanjarbaruTelp. 0511-7499150 Fax. 0511-4705765 E-mail: [email protected]
Project : Power PlantLocation : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Tested by : Mashudi, SSTSample No. : BH-4 Counted by : Bony W Rakhman, SSTDepth : 14,00 - 14,50 m Checked by : Yusti Yudiawati, MT
(AASHTO T - 216 - 74)(ASTM D - 2435 - 70)
K O N S O L I D A S I
Pressure Vs e
0,700,901,101,301,501,701,90
0,1 1 10 100
e
0,007
0,008
0,009
Pressure (Kg/Cm2)
Cv
(Cm
2/de
tik)
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research
TEST RESULT CERTIFICATE No.256.a /JOB.1.28.1.5/PG/2007
Sender : Lina Selvia / PT.KALIMANTAN SOIL ENGINEERING Ref : IX.07.006 Total/Kind of Sample : 1 / Water Accepted : September 18, 2007 Finish : October 05, 2007 Result Analysis : Biologi
Code No Parameter Unit Pulang Pisau River Mouth Method
1 BOD mgO2/L 1,1 Titrimetri 2 COD mgO2/L 22,13 Titrimetri
October 22, 2007 Manager Technic Biologi Rini Fariani, A.Md NIP.132 295 632
Office : Jl. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax.0511-4705765 e-mail: [email protected]
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research
TEST RESULT CERTIFICATE No.256.b /JOB.1.28.1.5/PG/2007
Sender : Lina Selvia / PT.KALIMANTAN SOIL ENGINEERING Ref : IX.07.006 Total/Kind of Sample : 1 / Water Accepted : September 18, 2007 Finish : October 05, 2007 Result Analysis : Biologi
Code No Parameter Unit Pulang Pisau River Mouth Method
1 K ppm 0,789 AAS 2 Na ppm 0,398 AAS 3 Ca mg/L 10,339 Titrasi 4 Mg ppm 0,130 AAS 5 Fe ppm 0,380 AAS 6 Al mg/L 2,308 Titrasi 7 NH4 mg/L 0,784 Titrasi 8 Cl- mg/L 3,330 Titrasi 9 SO4 ppm 4,000 Spektrofotometer 10 pH 6,450 Elektroda 11 Acidity mg/L 1,550 Titrasi
October 22, 2007 Manager Technic Biologi Rini Fariani, A.Md NIP.132 295 632
Office : Jl. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax.0511-4705765 e-mail: [email protected]
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
BORING ACTIVITY AT BOREHOLES BH.1
CORE DRILLING BH.1 ( 00.00 – 10.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.1 ( 10.00 – 20.00 M )
CORE DRILLING BH.1 ( 20.00 – 30.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.1 ( 30.00 – 40.00 M )
CORE DRILLING BH.1 ( 40.00 – 50.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.1 ( 50.00 – 60.00 M )
CORE DRILLING BH.1 ( 60.00 – 65.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
BORING ACTIVITY AT BOREHOLES BH.2
CORE DRILLING BH.2 ( 00.00 – 10.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.2 ( 10.00 – 20.00 M )
CORE DRILLING BH.2 ( 20.00 – 30.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
BORING ACTIVITY AT BOREHOLES BH.3
CORE DRILLING BH.3 ( 00.00 – 10.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.3 ( 10.00 – 20.00 M )
CORE DRILLING BH.3 ( 20.00 – 30.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.3 ( 30.00 – 40.00 M )
CORE DRILLING BH.3 ( 40.00 – 50.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.3 ( 50.00 – 60.00 M )
CORE DRILLING BH.3 ( 60.00 – 65.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
BORING ACTIVITY AT BOREHOLES BH.4
CORE DRILLING BH.4 ( 00.00 – 10.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.4 ( 10.00 – 20.00 M )
CORE DRILLING BH.4 ( 20.00 – 30.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.4 ( 30.00 – 40.00 M )
CORE DRILLING BH.4 ( 40.00 – 50.00 M )
DOCOMENTATION OF SOIL INVESTIGATION
Project Pulang Pisau Power Plant
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.4 ( 50.00 – 60.00 M )
CORE DRILLING BH.4 ( 60.00 – 65.00 M )
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
1
DESIGN RECOMMENDATION PROJECT OF PULANG PISAU POWER PLANT
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
CALCULATION OF DEEP FOUNDATION BASED ON SPT RESULT
Based on formula :
Which :
Qu = ultimate bearing capacity of pile (ton)
N = Value of average N-SPT
Nb =Value of N-SPT at pile tip elevation
Ap = Area of pile tip (m2)
As = Area of pile shaft (m2)
SFQuQa =
Qa = allowable bearing capacity of pile ( ton )
SF = Safety Factor
Using pile foundation (precast or prestress concrete) :
For primary building, with dimension 40 x 40 or 50 x 50.
For secondary building, to calculation of bearing capacity using result Cone Penetrometer Test
using concrete minipile with dimension 20 x 20 or 28 x 28 x 28.
spbu ANANQ .2,0.40 +=
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
2
Boreholes : BH-1
Dimension of Pile : 40 x 40 cm
Kedalaman N Nb Ap As Qu (ton) Qa = Qu/3 (ton)0 0,0 0,0 0,16 0,00 0,000 0,0001 0,0 0,0 0,16 0,80 0,000 0,0002 0,0 0,0 0,16 1,60 0,000 0,0003 0,0 0,0 0,16 2,40 0,000 0,0004 0,0 0,0 0,16 3,20 0,000 0,0005 0,0 0,0 0,16 4,00 0,000 0,0006 0,0 0,0 0,16 4,80 0,000 0,0007 0,0 0,0 0,16 5,60 0,000 0,0008 0,0 0,0 0,16 6,40 0,000 0,0009 0,0 0,0 0,16 7,20 0,000 0,000
10 0,0 0,0 0,16 8,00 0,000 0,00011 0,0 0,0 0,16 8,80 0,000 0,00012 0,0 0,0 0,16 9,60 0,000 0,00013 0,0 0,0 0,16 10,40 0,000 0,00014 0,0 0,0 0,16 11,20 0,000 0,00015 0,0 0,0 0,16 12,00 0,000 0,00016 0,0 0,0 0,16 12,80 0,000 0,00017 0,0 0,0 0,16 13,60 0,000 0,00018 0,0 0,0 0,16 14,40 0,000 0,00019 0,0 0,0 0,16 15,20 0,000 0,00020 0,0 0,0 0,16 16,00 0,000 0,00021 0,1 3,0 0,16 16,80 19,680 6,56022 0,5 8,0 0,16 17,60 52,960 17,65323 1,0 12,0 0,16 18,40 80,480 26,82724 1,8 19,0 0,16 19,20 128,320 42,77325 2,4 19,0 0,16 20,00 131,360 43,78726 3,1 20,0 0,16 20,80 140,960 46,98727 3,8 21,0 0,16 21,60 150,720 50,24028 4,4 22,0 0,16 22,40 160,640 53,54729 5,1 23,0 0,16 23,20 170,720 56,90730 5,7 24,0 0,16 24,00 180,960 60,32031 6,3 25,0 0,16 24,80 191,360 63,78732 7,0 27,0 0,16 25,60 208,480 69,49333 7,7 30,0 0,16 26,40 232,480 77,49334 8,4 32,0 0,16 27,20 250,400 83,46735 9,1 34,0 0,16 28,00 268,640 89,54736 9,9 36,0 0,16 28,80 287,200 95,73337 10,5 34,0 0,16 29,60 279,840 93,28038 11,1 33,0 0,16 30,40 278,720 92,90739 11,6 32,0 0,16 31,20 277,440 92,48040 12,0 27,0 0,16 32,00 249,760 83,25341 12,4 27,0 0,16 32,80 254,080 84,69342 12,5 19,0 0,16 33,60 205,920 68,64043 12,5 12,0 0,16 34,40 163,040 54,34744 12,6 16,0 0,16 35,20 191,200 63,73345 12,8 20,0 0,16 36,00 220,000 73,33346 13,1 27,0 0,16 36,80 269,120 89,70747 13,3 22,0 0,16 37,60 240,640 80,21348 13,4 18,0 0,16 38,40 217,920 72,64049 13,4 15,0 0,16 39,20 201,120 67,04050 13,4 15,0 0,16 40,00 203,520 67,840
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
3
Bore holes : BH-1
Dimension of Pile : 50 x 50 cm
Kedalaman N Nb Ap As Qu (ton) Qa = Qu/3 (ton)0 0,0 0,0 0,25 0,00 0,000 0,0001 0,0 0,0 0,25 1,00 0,000 0,0002 0,0 0,0 0,25 2,00 0,000 0,0003 0,0 0,0 0,25 3,00 0,000 0,0004 0,0 0,0 0,25 4,00 0,000 0,0005 0,0 0,0 0,25 5,00 0,000 0,0006 0,0 0,0 0,25 6,00 0,000 0,0007 0,0 0,0 0,25 7,00 0,000 0,0008 0,0 0,0 0,25 8,00 0,000 0,0009 0,0 0,0 0,25 9,00 0,000 0,000
10 0,0 0,0 0,25 10,00 0,000 0,00011 0,0 0,0 0,25 11,00 0,000 0,00012 0,0 0,0 0,25 12,00 0,000 0,00013 0,0 0,0 0,25 13,00 0,000 0,00014 0,0 0,0 0,25 14,00 0,000 0,00015 0,0 0,0 0,25 15,00 0,000 0,00016 0,0 0,0 0,25 16,00 0,000 0,00017 0,0 0,0 0,25 17,00 0,000 0,00018 0,0 0,0 0,25 18,00 0,000 0,00019 0,0 0,0 0,25 19,00 0,000 0,00020 0,0 0,0 0,25 20,00 0,000 0,00021 0,1 3,0 0,25 21,00 30,600 10,20022 0,5 8,0 0,25 22,00 82,200 27,40023 1,0 12,0 0,25 23,00 124,600 41,53324 1,8 19,0 0,25 24,00 198,400 66,13325 2,4 19,0 0,25 25,00 202,200 67,40026 3,1 20,0 0,25 26,00 216,200 72,06727 3,8 21,0 0,25 27,00 230,400 76,80028 4,4 22,0 0,25 28,00 244,800 81,60029 5,1 23,0 0,25 29,00 259,400 86,46730 5,7 24,0 0,25 30,00 274,200 91,40031 6,3 25,0 0,25 31,00 289,200 96,40032 7,0 27,0 0,25 32,00 314,600 104,86733 7,7 30,0 0,25 33,00 350,600 116,86734 8,4 32,0 0,25 34,00 377,000 125,66735 9,1 34,0 0,25 35,00 403,800 134,60036 9,9 36,0 0,25 36,00 431,000 143,66737 10,5 34,0 0,25 37,00 417,800 139,26738 11,1 33,0 0,25 38,00 414,400 138,13339 11,6 32,0 0,25 39,00 410,800 136,93340 12,0 27,0 0,25 40,00 366,200 122,06741 12,4 27,0 0,25 41,00 371,600 123,86742 12,5 19,0 0,25 42,00 295,400 98,46743 12,5 12,0 0,25 43,00 227,800 75,93344 12,6 16,0 0,25 44,00 271,000 90,33345 12,8 20,0 0,25 45,00 315,000 105,00046 13,1 27,0 0,25 46,00 390,400 130,13347 13,3 22,0 0,25 47,00 344,800 114,93348 13,4 18,0 0,25 48,00 308,400 102,80049 13,4 15,0 0,25 49,00 281,400 93,80050 13,4 15,0 0,25 50,00 284,400 94,800
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
4
Boreholes : BH-2
Dimension of Pile : 40 x 40 cm
Kedalaman N Nb Ap As Qu (ton) Qa = Qu/3 (ton)0 0,0 0,0 0,16 0,00 0,000 0,0001 0,0 0,0 0,16 0,80 0,000 0,0002 0,0 0,0 0,16 1,60 0,000 0,0003 0,0 0,0 0,16 2,40 0,000 0,0004 0,0 0,0 0,16 3,20 0,000 0,0005 0,0 0,0 0,16 4,00 0,000 0,0006 0,0 0,0 0,16 4,80 0,000 0,0007 0,0 0,0 0,16 5,60 0,000 0,0008 0,0 0,0 0,16 6,40 0,000 0,0009 0,0 0,0 0,16 7,20 0,000 0,000
10 0,0 0,0 0,16 8,00 0,000 0,00011 0,0 0,0 0,16 8,80 0,000 0,00012 0,0 0,0 0,16 9,60 0,000 0,00013 0,0 0,0 0,16 10,40 0,000 0,00014 0,0 0,0 0,16 11,20 0,000 0,00015 0,0 0,0 0,16 12,00 0,000 0,00016 0,0 0,0 0,16 12,80 0,000 0,00017 0,0 0,0 0,16 13,60 0,000 0,00018 0,0 0,0 0,16 14,40 0,000 0,00019 0,0 0,0 0,16 15,20 0,000 0,00020 0,0 0,0 0,16 16,00 0,000 0,00021 0,0 0,0 0,16 16,80 0,000 0,00022 0,4 8,0 0,16 17,60 52,480 17,49323 1,1 17,0 0,16 18,40 112,800 37,60024 2,2 28,0 0,16 19,20 187,680 62,56025 3,0 22,0 0,16 20,00 152,800 50,93326 3,6 19,0 0,16 20,80 136,640 45,54727 4,0 15,0 0,16 21,60 113,440 37,81328 4,4 14,0 0,16 22,40 109,280 36,42729 4,7 13,0 0,16 23,20 104,960 34,98730 4,9 12,0 0,16 24,00 100,480 33,493
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
5
Boreholes : BH-2
Dimension of Pile : 50 x 50 cm
Kedalaman N Nb Ap As Qu (ton) Qa = Qu/3 (ton)0 0,0 0,0 0,25 0,00 0,000 0,0001 0,0 0,0 0,25 1,00 0,000 0,0002 0,0 0,0 0,25 2,00 0,000 0,0003 0,0 0,0 0,25 3,00 0,000 0,0004 0,0 0,0 0,25 4,00 0,000 0,0005 0,0 0,0 0,25 5,00 0,000 0,0006 0,0 0,0 0,25 6,00 0,000 0,0007 0,0 0,0 0,25 7,00 0,000 0,0008 0,0 0,0 0,25 8,00 0,000 0,0009 0,0 0,0 0,25 9,00 0,000 0,00010 0,0 0,0 0,25 10,00 0,000 0,00011 0,0 0,0 0,25 11,00 0,000 0,00012 0,0 0,0 0,25 12,00 0,000 0,00013 0,0 0,0 0,25 13,00 0,000 0,00014 0,0 0,0 0,25 14,00 0,000 0,00015 0,0 0,0 0,25 15,00 0,000 0,00016 0,0 0,0 0,25 16,00 0,000 0,00017 0,0 0,0 0,25 17,00 0,000 0,00018 0,0 0,0 0,25 18,00 0,000 0,00019 0,0 0,0 0,25 19,00 0,000 0,00020 0,0 0,0 0,25 20,00 0,000 0,00021 0,0 0,0 0,25 21,00 0,000 0,00022 0,4 8,0 0,25 22,00 81,600 27,20023 1,1 17,0 0,25 23,00 175,000 58,33324 2,2 28,0 0,25 24,00 290,600 96,86725 3,0 22,0 0,25 25,00 235,000 78,33326 3,6 19,0 0,25 26,00 208,800 69,60027 4,0 15,0 0,25 27,00 171,800 57,26728 4,4 14,0 0,25 28,00 164,600 54,86729 4,7 13,0 0,25 29,00 157,200 52,40030 4,9 12,0 0,25 30,00 149,600 49,867
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
6
Boreholes : BH-3
Dimension of Pile : 40 x 40 cm
Kedalaman N Nb Ap As Qu (ton) Qa = Qu/3 (ton)0 0,0 0,0 0,16 0,00 0,000 0,0001 0,0 0,0 0,16 0,80 0,000 0,0002 0,0 0,0 0,16 1,60 0,000 0,0003 0,0 0,0 0,16 2,40 0,000 0,0004 0,0 0,0 0,16 3,20 0,000 0,0005 0,0 0,0 0,16 4,00 0,000 0,0006 0,0 0,0 0,16 4,80 0,000 0,0007 0,0 0,0 0,16 5,60 0,000 0,0008 0,0 0,0 0,16 6,40 0,000 0,0009 0,0 0,0 0,16 7,20 0,000 0,000
10 0,0 0,0 0,16 8,00 0,000 0,00011 0,0 0,0 0,16 8,80 0,000 0,00012 0,0 0,0 0,16 9,60 0,000 0,00013 0,0 0,0 0,16 10,40 0,000 0,00014 0,0 0,0 0,16 11,20 0,000 0,00015 0,0 0,0 0,16 12,00 0,000 0,00016 0,0 0,0 0,16 12,80 0,000 0,00017 0,0 0,0 0,16 13,60 0,000 0,00018 0,0 0,0 0,16 14,40 0,000 0,00019 0,0 0,0 0,16 15,20 0,000 0,00020 0,0 0,0 0,16 16,00 0,000 0,00021 0,0 0,0 0,16 16,80 0,000 0,00022 0,0 1,0 0,16 17,60 6,560 2,18723 0,1 2,0 0,16 18,40 13,280 4,42724 0,3 3,0 0,16 19,20 20,160 6,72025 0,4 4,0 0,16 20,00 27,200 9,06726 0,6 5,0 0,16 20,80 34,400 11,46727 0,8 6,0 0,16 21,60 41,760 13,92028 1,2 13,0 0,16 22,40 88,640 29,54729 1,9 22,0 0,16 23,20 149,760 49,92030 2,9 32,0 0,16 24,00 218,880 72,96031 3,8 30,0 0,16 24,80 210,880 70,29332 4,6 28,0 0,16 25,60 202,560 67,52033 5,2 27,0 0,16 26,40 200,480 66,82734 5,9 28,0 0,16 27,20 211,360 70,45335 6,6 30,0 0,16 28,00 228,960 76,32036 7,3 33,0 0,16 28,80 253,440 84,48037 8,1 34,0 0,16 29,60 265,280 88,42738 8,8 35,0 0,16 30,40 277,280 92,42739 9,4 35,0 0,16 31,20 282,880 94,29340 10,0 33,0 0,16 32,00 275,360 91,78741 10,5 31,0 0,16 32,80 267,520 89,17342 11,0 28,0 0,16 33,60 252,800 84,26743 11,3 24,0 0,16 34,40 231,040 77,01344 11,5 20,0 0,16 35,20 208,640 69,54745 11,6 17,0 0,16 36,00 192,160 64,05346 11,8 20,0 0,16 36,80 214,560 71,52047 12,0 23,0 0,16 37,60 237,440 79,14748 12,3 28,0 0,16 38,40 273,920 91,30749 12,7 29,0 0,16 39,20 284,960 94,98750 13,0 31,0 0,16 40,00 302,720 100,907
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
7
Boreholes : BH-3
Dimension of Pile : 50 x 50 cm Kedalaman N Nb Ap As Qu (ton) Qa = Qu/3 (ton)
0 0,0 0,0 0,25 0,00 0,000 0,0001 0,0 0,0 0,25 1,00 0,000 0,0002 0,0 0,0 0,25 2,00 0,000 0,0003 0,0 0,0 0,25 3,00 0,000 0,0004 0,0 0,0 0,25 4,00 0,000 0,0005 0,0 0,0 0,25 5,00 0,000 0,0006 0,0 0,0 0,25 6,00 0,000 0,0007 0,0 0,0 0,25 7,00 0,000 0,0008 0,0 0,0 0,25 8,00 0,000 0,0009 0,0 0,0 0,25 9,00 0,000 0,00010 0,0 0,0 0,25 10,00 0,000 0,00011 0,0 0,0 0,25 11,00 0,000 0,00012 0,0 0,0 0,25 12,00 0,000 0,00013 0,0 0,0 0,25 13,00 0,000 0,00014 0,0 0,0 0,25 14,00 0,000 0,00015 0,0 0,0 0,25 15,00 0,000 0,00016 0,0 0,0 0,25 16,00 0,000 0,00017 0,0 0,0 0,25 17,00 0,000 0,00018 0,0 0,0 0,25 18,00 0,000 0,00019 0,0 0,0 0,25 19,00 0,000 0,00020 0,0 0,0 0,25 20,00 0,000 0,00021 0,0 0,0 0,25 21,00 0,000 0,00022 0,0 1,0 0,25 22,00 10,200 3,40023 0,1 2,0 0,25 23,00 20,600 6,86724 0,3 3,0 0,25 24,00 31,200 10,40025 0,4 4,0 0,25 25,00 42,000 14,00026 0,6 5,0 0,25 26,00 53,000 17,66727 0,8 6,0 0,25 27,00 64,200 21,40028 1,2 13,0 0,25 28,00 136,800 45,60029 1,9 22,0 0,25 29,00 231,200 77,06730 2,9 32,0 0,25 30,00 337,600 112,53331 3,8 30,0 0,25 31,00 323,600 107,86732 4,6 28,0 0,25 32,00 309,200 103,06733 5,2 27,0 0,25 33,00 304,600 101,53334 5,9 28,0 0,25 34,00 320,200 106,73335 6,6 30,0 0,25 35,00 346,200 115,40036 7,3 33,0 0,25 36,00 382,800 127,60037 8,1 34,0 0,25 37,00 399,600 133,20038 8,8 35,0 0,25 38,00 416,600 138,86739 9,4 35,0 0,25 39,00 423,600 141,20040 10,0 33,0 0,25 40,00 410,200 136,73341 10,5 31,0 0,25 41,00 396,400 132,13342 11,0 28,0 0,25 42,00 372,000 124,00043 11,3 24,0 0,25 43,00 336,800 112,26744 11,5 20,0 0,25 44,00 300,800 100,26745 11,6 17,0 0,25 45,00 274,200 91,40046 11,8 20,0 0,25 46,00 308,200 102,73347 12,0 23,0 0,25 47,00 342,800 114,26748 12,3 28,0 0,25 48,00 398,400 132,80049 12,7 29,0 0,25 49,00 414,200 138,06750 13,0 31,0 0,25 50,00 440,400 146,800
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
8
Boreholes : BH-4
Dimension of Pile : 40 x 40 cm
Kedalaman N Nb Ap As Qu (ton) Qa = Qu/3 (ton)0 0,0 0,0 0,16 0,00 0,000 0,0001 0,0 0,0 0,16 0,80 0,000 0,0002 0,0 0,0 0,16 1,60 0,000 0,0003 0,0 0,0 0,16 2,40 0,000 0,0004 0,0 0,0 0,16 3,20 0,000 0,0005 0,0 0,0 0,16 4,00 0,000 0,0006 0,0 0,0 0,16 4,80 0,000 0,0007 0,0 0,0 0,16 5,60 0,000 0,0008 0,0 0,0 0,16 6,40 0,000 0,0009 0,0 0,0 0,16 7,20 0,000 0,000
10 0,0 0,0 0,16 8,00 0,000 0,00011 0,0 0,0 0,16 8,80 0,000 0,00012 0,0 0,0 0,16 9,60 0,000 0,00013 0,0 0,0 0,16 10,40 0,000 0,00014 0,0 0,0 0,16 11,20 0,000 0,00015 0,0 0,0 0,16 12,00 0,000 0,00016 0,0 0,0 0,16 12,80 0,000 0,00017 0,0 0,0 0,16 13,60 0,000 0,00018 0,0 0,0 0,16 14,40 0,000 0,00019 0,0 0,0 0,16 15,20 0,000 0,00020 0,0 0,0 0,16 16,00 0,000 0,00021 0,0 0,0 0,16 16,80 0,000 0,00022 0,0 0,0 0,16 17,60 0,000 0,00023 0,0 0,0 0,16 18,40 0,000 0,00024 0,0 0,0 0,16 19,20 0,000 0,00025 0,2 6,0 0,16 20,00 39,360 13,12026 0,7 12,0 0,16 20,80 79,680 26,56027 1,4 20,0 0,16 21,60 134,080 44,69328 2,1 20,0 0,16 22,40 137,280 45,76029 2,7 20,0 0,16 23,20 140,480 46,82730 3,3 21,0 0,16 24,00 150,240 50,08031 4,0 24,0 0,16 24,80 173,280 57,76032 4,7 27,0 0,16 25,60 196,800 65,60033 5,4 29,0 0,16 26,40 214,240 71,41334 6,1 30,0 0,16 27,20 225,440 75,14735 6,9 31,0 0,16 28,00 236,800 78,93336 7,6 32,0 0,16 28,80 248,320 82,77337 8,2 30,0 0,16 29,60 240,320 80,10738 8,7 29,0 0,16 30,40 238,560 79,52039 9,2 28,0 0,16 31,20 236,640 78,88040 9,5 20,0 0,16 32,00 188,640 62,88041 9,7 19,0 0,16 32,80 185,280 61,76042 9,7 11,0 0,16 33,60 135,840 45,28043 9,8 12,0 0,16 34,40 144,160 48,05344 9,9 13,0 0,16 35,20 152,640 50,88045 10,0 14,0 0,16 36,00 161,280 53,76046 10,0 13,0 0,16 36,80 156,960 52,32047 10,1 13,0 0,16 37,60 159,040 53,01348 10,1 12,0 0,16 38,40 154,560 51,52049 10,2 13,0 0,16 39,20 163,040 54,34750 10,2 13,0 0,16 40,00 165,120 55,040
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
9
Boreholes : BH-4
Dimension of Pile : 50 x 50 cm
Kedalaman N Nb Ap As Qu (ton) Qa = Qu/3 (ton)0 0,0 0,0 0,25 0,00 0,000 0,0001 0,0 0,0 0,25 1,00 0,000 0,0002 0,0 0,0 0,25 2,00 0,000 0,0003 0,0 0,0 0,25 3,00 0,000 0,0004 0,0 0,0 0,25 4,00 0,000 0,0005 0,0 0,0 0,25 5,00 0,000 0,0006 0,0 0,0 0,25 6,00 0,000 0,0007 0,0 0,0 0,25 7,00 0,000 0,0008 0,0 0,0 0,25 8,00 0,000 0,0009 0,0 0,0 0,25 9,00 0,000 0,000
10 0,0 0,0 0,25 10,00 0,000 0,00011 0,0 0,0 0,25 11,00 0,000 0,00012 0,0 0,0 0,25 12,00 0,000 0,00013 0,0 0,0 0,25 13,00 0,000 0,00014 0,0 0,0 0,25 14,00 0,000 0,00015 0,0 0,0 0,25 15,00 0,000 0,00016 0,0 0,0 0,25 16,00 0,000 0,00017 0,0 0,0 0,25 17,00 0,000 0,00018 0,0 0,0 0,25 18,00 0,000 0,00019 0,0 0,0 0,25 19,00 0,000 0,00020 0,0 0,0 0,25 20,00 0,000 0,00021 0,0 0,0 0,25 21,00 0,000 0,00022 0,0 0,0 0,25 22,00 0,000 0,00023 0,0 0,0 0,25 23,00 0,000 0,00024 0,0 0,0 0,25 24,00 0,000 0,00025 0,2 6,0 0,25 25,00 61,200 20,40026 0,7 12,0 0,25 26,00 123,600 41,20027 1,4 20,0 0,25 27,00 207,600 69,20028 2,1 20,0 0,25 28,00 211,600 70,53329 2,7 20,0 0,25 29,00 215,600 71,86730 3,3 21,0 0,25 30,00 229,800 76,60031 4,0 24,0 0,25 31,00 264,600 88,20032 4,7 27,0 0,25 32,00 300,000 100,00033 5,4 29,0 0,25 33,00 325,800 108,60034 6,1 30,0 0,25 34,00 341,800 113,93335 6,9 31,0 0,25 35,00 358,000 119,33336 7,6 32,0 0,25 36,00 374,400 124,80037 8,2 30,0 0,25 37,00 360,400 120,13338 8,7 29,0 0,25 38,00 356,200 118,73339 9,2 28,0 0,25 39,00 351,800 117,26740 9,5 20,0 0,25 40,00 275,800 91,93341 9,7 19,0 0,25 41,00 269,600 89,86742 9,7 11,0 0,25 42,00 191,800 63,93343 9,8 12,0 0,25 43,00 204,200 68,06744 9,9 13,0 0,25 44,00 216,800 72,26745 10,0 14,0 0,25 45,00 229,600 76,53346 10,0 13,0 0,25 46,00 222,200 74,06747 10,1 13,0 0,25 47,00 224,800 74,93348 10,1 12,0 0,25 48,00 217,200 72,40049 10,2 13,0 0,25 49,00 229,800 76,60050 10,2 13,0 0,25 50,00 232,400 77,467
PT. Kalimantan Soil Engineering Soil Testing, Foundation, Geotechnic Design and Research
10
REFERENSI : Bowles, J.E, 1993, “Foundation Analysis and Design,” Mc Graw Hill
Das, Braja, M., 1999, “Principle of Foundation Engineering,”
4th edition, PWS Kent
Rahardjo, P.P., 1995, “Uji Sondir, Interpretasi dan Aplikasinya untuk
Perancangan Pondasi,” Publikasi GEC, Unpar
Sardjono HS.,1991, “Pondasi Tiang Pancang”, Sinar Wijaya Surabaya
Wahyudi, H., 1999,”Daya Dukung Pondasi Dalam”, Publikasi Jurusan
Teknik Sipil FTSP, ITS Surabaya
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research