laporan wamena

7/29/2019 Laporan Wamena

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Project: DED PLTM IBELE - WAMENA

GeoLogismiki

Geotechnical Engineers

Merarhias 56

http://www.geologismiki.gr

Total depth: 7.00 m

Surface Elevation: 0.00 m

SUNGAI IBELE KABUPATEN WAMENA

Coords: X:0, Y:0

Cone Type: Uknown

Cone Operator: Uknown

CPT: CPT-01

Location:

The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lagdistance (one lag is the distance between two sucessive CPT measurements).

CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AM 1Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt


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GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:

SBT - Bq plots

SBT legend

1. Sensitive fine grained

2. Organic material

3. Clay to silty clay

4. Clayey silt to silty clay

5. Silty sand to sandy silt

6. Clean sand to silty sand

7. Gravely sand to sand

8. Very stiff sand to clayey sand

9. Very stiff fine grained

CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AM 2Project file: E: \Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt


3/40


GeoLogismiki


Merarhias 56


SUNGAI IBELE KABUPATEN WAMENALocation:

Total depth: 7.00 m


Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

SBTn legend


2. Organic material








SBT - Bq plots (normalized)



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GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:

Bq plots (Schneider)



5/40


GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:

CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AMProject file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt

5


6/40


GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:

SBT legend


2. Organic material










7/40


GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:

SBTn legend


2. Organic material










8/40


GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:

Calculation parameters

Phi: Based on Kulhawy & Mayne (1990)

User defined estimation data



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GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:





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GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:





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GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:

Caclulation properties

Footing type: Rectangular

Footing width: 2.60 (m)

L/B: 1

Footing pressure: 175.00 (kPa)

Embedment depth: 1.90 (m)

Footing is rigid: No

Remove excavation load: No

Apply 20% rule: Yes

Calculate secondary settlements: No

Time period for second. settlements: N/A

CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM 11

Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt


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This software is licensed to: PT Soilens CPT name: CPT-01

Point No Start depth(m)

End depth(m)

Thickness(m)

Relativedepth(m)

Iz Settlement(cm)

Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)

1 1.80 2.00 0.20 0.05 174.99 68.64 1.00 0.025 0.000 0.025

2 2.00 2.20 0.20 0.20 174.54 74.82 1.00 0.047 0.000 0.047

3 2.20 2.40 0.20 0.40 171.60 80.55 0.98 0.043 0.000 0.043

4 2.40 2.60 0.20 0.60 164.96 86.94 0.94 0.038 0.000 0.038

5 2.60 2.80 0.20 0.80 154.89 85.44 0.89 0.036 0.000 0.036

6 2.80 3.00 0.20 1.00 142.57 89.26 0.81 0.032 0.000 0.032

7 3.00 3.20 0.20 1.20 129.30 83.97 0.74 0.031 0.000 0.031

8 3.20 3.40 0.20 1.40 116.13 89.59 0.66 0.026 0.000 0.026

9 3.40 3.60 0.20 1.60 103.73 89.35 0.59 0.023 0.000 0.023

10 3.60 3.80 0.20 1.80 92.42 93.46 0.53 0.020 0.000 0.020

11 3.80 4.00 0.20 2.00 82.32 98.84 0.47 0.017 0.000 0.017

12 4.00 4.20 0.20 2.20 73.41 105.08 0.42 0.014 0.000 0.014

13 4.20 4.40 0.20 2.40 65.62 111.24 0.37 0.012 0.000 0.012

14 4.40 4.60 0.20 2.60 58.82 116.88 0.34 0.010 0.000 0.010

15 4.60 4.80 0.20 2.80 52.89 121.06 0.30 0.009 0.000 0.009

16 4.80 5.00 0.20 3.00 47.72 117.84 0.27 0.008 0.000 0.008

17 5.00 5.20 0.20 3.20 43.20 109.83 0.25 0.008 0.000 0.008

18 5.20 5.40 0.20 3.40 39.25 102.89 0.22 0.008 0.000 0.008

19 5.40 5.60 0.20 3.60 35.77 103.89 0.20 0.007 0.000 0.007

20 5.60 5.80 0.20 3.80 32.71 104.88 0.19 0.006 0.000 0.006

21 5.80 6.00 0.20 4.00 30.00 106.25 0.17 0.006 0.000 0.006

22 6.00 6.20 0.20 4.20 27.60 103.08 0.16 0.005 0.000 0.005

23 6.20 6.40 0.20 4.40 25.46 114.40 0.15 0.004 0.000 0.004

24 6.40 6.60 0.20 4.60 23.55 129.55 0.13 0.004 0.000 0.004

25 6.60 6.80 0.20 4.80 21.84 146.21 0.12 0.003 0.000 0.003

26 6.80 7.00 0.20 5.00 20.30 150.18 0.12 0.003 0.000 0.003

Total primary settlement: 0.44Total secondary settlement: 0.00

Total calculated settlement: 0.44

Abbreviations

Start depth of soil layer (penetration depth measured from ground free surface)End depth of soil layer (penetration depth measured from ground free surface)Thickness of soil layerDepth of calculation relative to footingStress influence factorFooting impossed stress:Effective stressConstrained modulus from CPTPrimary settlementSecondary settlemends due to creep




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GeoLogismiki


Merarhias 56


Total depth: 7.00 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-01

Location:

Bearing Capacity calculation isperfromed based on the formula:

No B(m)

StartDepth

(m)

End Depth(m)

Soil Press.(kPa)

Ult. bearingcap. (kPa)

1 1.00 1.90 2.40 6.45 36.10 1326.43

2 1.20 1.90 2.50 6.45 36.10 1326.43

3 1.40 1.90 2.60 6.45 36.10 1326.43

4 1.60 1.90 2.70 6.66 36.10 1368.90

5 1.80 1.90 2.80 6.97 36.10 1429.88

6 2.00 1.90 2.90 6.97 36.10 1429.88

7 2.20 1.90 3.00 7.28 36.10 1492.10

8 2.40 1.90 3.10 7.28 36.10 1492.10

9 2.60 1.90 3.20 7.55 36.10 1546.9310 2.80 1.90 3.30 7.55 36.10 1546.93

11 3.00 1.90 3.40 7.73 36.10 1582.32

12 3.20 1.90 3.50 7.73 36.10 1582.32

13 3.40 1.90 3.60 7.86 36.10 1607.37

14 3.60 1.90 3.70 7.86 36.10 1607.37

15 3.80 1.90 3.80 7.99 36.10 1633.80

16 4.00 1.90 3.90 7.99 36.10 1633.80

17 4.20 1.90 4.00 8.15 36.10 1666.71

18 4.40 1.90 4.10 8.15 36.10 1666.71

19 4.60 1.90 4.20 8.34 36.10 1704.61

20 4.80 1.90 4.30 8.34 36.10 1704.61

21 5.00 1.90 4.40 8.54 36.10 1744.10




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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:




15/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:

SBT - Bq plots

SBT legend


2. Organic material










16/40


GeoLogismiki


Merarhias 56



Total depth: 6.60 m


Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

SBTn legend


2. Organic material











17/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:




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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:


18


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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:

SBT legend


2. Organic material










20/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:

SBTn legend


2. Organic material










21/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:






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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:





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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:





24/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:




L/B: 1





Apply 20% rule: Yes






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End depth(m)

Thickness(m)

Relativedepth(m)

Iz Settlement(cm)

Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)

1 1.80 2.00 0.20 0.05 174.99 65.84 1.00 0.027 0.000 0.027

2 2.00 2.20 0.20 0.20 174.54 63.50 1.00 0.055 0.000 0.055

3 2.20 2.40 0.20 0.40 171.60 68.80 0.98 0.050 0.000 0.050

4 2.40 2.60 0.20 0.60 164.96 76.71 0.94 0.043 0.000 0.043

5 2.60 2.80 0.20 0.80 154.89 82.63 0.89 0.037 0.000 0.037

6 2.80 3.00 0.20 1.00 142.57 89.23 0.81 0.032 0.000 0.032

7 3.00 3.20 0.20 1.20 129.30 91.26 0.74 0.028 0.000 0.028

8 3.20 3.40 0.20 1.40 116.13 99.43 0.66 0.023 0.000 0.023

9 3.40 3.60 0.20 1.60 103.73 103.86 0.59 0.020 0.000 0.020

10 3.60 3.80 0.20 1.80 92.42 108.90 0.53 0.017 0.000 0.017

11 3.80 4.00 0.20 2.00 82.32 111.39 0.47 0.015 0.000 0.015

12 4.00 4.20 0.20 2.20 73.41 116.40 0.42 0.013 0.000 0.013

13 4.20 4.40 0.20 2.40 65.62 115.62 0.37 0.011 0.000 0.011

14 4.40 4.60 0.20 2.60 58.82 106.92 0.34 0.011 0.000 0.011

15 4.60 4.80 0.20 2.80 52.89 96.44 0.30 0.011 0.000 0.011

16 4.80 5.00 0.20 3.00 47.72 88.48 0.27 0.011 0.000 0.011

17 5.00 5.20 0.20 3.20 43.20 89.71 0.25 0.010 0.000 0.010

18 5.20 5.40 0.20 3.40 39.25 96.20 0.22 0.008 0.000 0.008

19 5.40 5.60 0.20 3.60 35.77 102.51 0.20 0.007 0.000 0.007

20 5.60 5.80 0.20 3.80 32.71 113.37 0.19 0.006 0.000 0.006

21 5.80 6.00 0.20 4.00 30.00 116.98 0.17 0.005 0.000 0.005

22 6.00 6.20 0.20 4.20 27.60 120.35 0.16 0.005 0.000 0.005

23 6.20 6.40 0.20 4.40 25.46 117.01 0.15 0.004 0.000 0.004

24 6.40 6.60 0.20 4.60 23.55 115.35 0.13 0.004 0.000 0.004

Total primary settlement: 0.45

Total secondary settlement: 0.00


Abbreviations





26/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-02

Location:


No B(m)

StartDepth

(m)

End Depth(m)

Soil Press.(kPa)


1 1.00 1.90 2.40 5.19 36.10 1073.27

2 1.20 1.90 2.50 5.19 36.10 1073.27

3 1.40 1.90 2.60 5.19 36.10 1073.27

4 1.60 1.90 2.70 5.49 36.10 1133.70

5 1.80 1.90 2.80 5.66 36.10 1168.54

6 2.00 1.90 2.90 5.66 36.10 1168.54

7 2.20 1.90 3.00 5.83 36.10 1202.77

8 2.40 1.90 3.10 5.83 36.10 1202.77

9 2.60 1.90 3.20 6.00 36.10 1236.6010 2.80 1.90 3.30 6.00 36.10 1236.60

11 3.00 1.90 3.40 6.24 36.10 1284.69

12 3.20 1.90 3.50 6.24 36.10 1284.69

13 3.40 1.90 3.60 6.47 36.10 1329.70

14 3.60 1.90 3.70 6.47 36.10 1329.70

15 3.80 1.90 3.80 6.70 36.10 1375.43

16 4.00 1.90 3.90 6.70 36.10 1375.43




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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:




28/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:

SBT - Bq plots

SBT legend


2. Organic material










29/40


GeoLogismiki


Merarhias 56



Total depth: 6.60 m


Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

SBTn legend


2. Organic material











30/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:




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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:


31


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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:

SBT legend


2. Organic material










33/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:

SBTn legend


2. Organic material










34/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:






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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:





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GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:





37/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:




L/B: 1





Apply 20% rule: Yes






38/40



End depth(m)

Thickness(m)

Relativedepth(m)

Iz Settlement(cm)

Delta P(kPa)

Second.settlement

(cm)

Overallsettlement

(cm)

1 1.80 2.00 0.20 0.05 174.99 57.09 1.00 0.031 0.000 0.031

2 2.00 2.20 0.20 0.20 174.54 55.15 1.00 0.063 0.000 0.063

3 2.20 2.40 0.20 0.40 171.60 59.58 0.98 0.058 0.000 0.058

4 2.40 2.60 0.20 0.60 164.96 63.02 0.94 0.052 0.000 0.052

5 2.60 2.80 0.20 0.80 154.89 65.86 0.89 0.047 0.000 0.047

6 2.80 3.00 0.20 1.00 142.57 71.47 0.81 0.040 0.000 0.040

7 3.00 3.20 0.20 1.20 129.30 79.96 0.74 0.032 0.000 0.032

8 3.20 3.40 0.20 1.40 116.13 88.63 0.66 0.026 0.000 0.026

9 3.40 3.60 0.20 1.60 103.73 90.85 0.59 0.023 0.000 0.023

10 3.60 3.80 0.20 1.80 92.42 90.51 0.53 0.020 0.000 0.020

11 3.80 4.00 0.20 2.00 82.32 89.61 0.47 0.018 0.000 0.018

12 4.00 4.20 0.20 2.20 73.41 89.41 0.42 0.016 0.000 0.016

13 4.20 4.40 0.20 2.40 65.62 96.80 0.37 0.014 0.000 0.014

14 4.40 4.60 0.20 2.60 58.82 104.02 0.34 0.011 0.000 0.011

15 4.60 4.80 0.20 2.80 52.89 103.35 0.30 0.010 0.000 0.010

16 4.80 5.00 0.20 3.00 47.72 94.96 0.27 0.010 0.000 0.010

17 5.00 5.20 0.20 3.20 43.20 96.79 0.25 0.009 0.000 0.009

18 5.20 5.40 0.20 3.40 39.25 107.42 0.22 0.007 0.000 0.007

19 5.40 5.60 0.20 3.60 35.77 117.56 0.20 0.006 0.000 0.006

20 5.60 5.80 0.20 3.80 32.71 114.75 0.19 0.006 0.000 0.006

21 5.80 6.00 0.20 4.00 30.00 116.98 0.17 0.005 0.000 0.005

22 6.00 6.20 0.20 4.20 27.60 127.87 0.16 0.004 0.000 0.004

23 6.20 6.40 0.20 4.40 25.46 140.37 0.15 0.004 0.000 0.004

24 6.40 6.60 0.20 4.60 23.55 148.12 0.13 0.003 0.000 0.003

Total primary settlement: 0.52

Total secondary settlement: 0.00


Abbreviations





39/40


GeoLogismiki


Merarhias 56


Total depth: 6.60 m



Coords: X:0, Y:0

Cone Type: Uknown


CPT: CPT-03

Location:


No B(m)

StartDepth

(m)

End Depth(m)

Soil Press.(kPa)


1 1.00 1.90 2.40 6.09 36.10 1254.57

2 1.20 1.90 2.50 6.09 36.10 1254.57

3 1.40 1.90 2.60 6.09 36.10 1254.57

4 1.60 1.90 2.70 5.89 36.10 1213.41

5 1.80 1.90 2.80 5.80 36.10 1196.86

6 2.00 1.90 2.90 5.80 36.10 1196.86

7 2.20 1.90 3.00 5.91 36.10 1217.70

8 2.40 1.90 3.10 5.91 36.10 1217.70

9 2.60 1.90 3.20 6.15 36.10 1266.0010 2.80 1.90 3.30 6.15 36.10 1266.00

11 3.00 1.90 3.40 6.39 36.10 1314.46

12 3.20 1.90 3.50 6.39 36.10 1314.46

13 3.40 1.90 3.60 6.55 36.10 1346.69

14 3.60 1.90 3.70 6.55 36.10 1346.69

15 3.80 1.90 3.80 6.64 36.10 1364.15

16 4.00 1.90 3.90 6.64 36.10 1364.15

17 4.20 1.90 4.00 6.79 36.10 1395.03

18 4.40 1.90 4.10 6.79 36.10 1395.03

19 4.60 1.90 4.20 7.00 36.10 1436.24

20 4.80 1.90 4.30 7.00 36.10 1436.24

21 5.00 1.90 4.40 7.25 36.10 1485.57




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This software is licensed to: PT Soilens

:: Permeability, k (m/s) ::

:: Young's Modulus, Es (MPa) ::

:: Relative Density, Dr (%) ::

:: State Parameter, ::

:: Peak drained friction angle, () ::

:: 1-D constrained modulus, M (MPa) ::

:: Small strain shear Modulus, Go (MPa) ::

:: Shear Wave Velocity, Vs (m/s) ::

:: Undrained peak shear strength, Su (kPa) ::

:: Overconsolidation Ratio, OCR ::

:: Remolded undrained shear strength, Su(rem) (kPa) ::

:: Unit Weight, g (kN/m) ::

References

Robertson, P.K., Cabal K.L., Guide to Cone Penetration Testing for Geotechnical Engineering, Gregg Drilling & Testing, Inc., 4th Edition, July 2010

Presented below is a list of formulas used for the estimation of various soil properties. The formulas are presented in SI unit system and assumethat all components are expressed in the same units.

Robertson, P.K., Interpretation of Cone Penetration Tests - a unified approach., Can. Geotech. J. 46(11): 13371355 (2009)

:: In situ Stress Ratio, Ko ::
http://www.geologismiki.gr/Guides/Guides.phphttp://www.cpt-robertson.com/pub.htmlhttp://www.cpt-robertson.com/pub.htmlhttp://www.geologismiki.gr/Guides/Guides.php

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