Download - 中興工程顧問股份有限公司 2015年 月 日ŠTORSA適切使用方式.pdf · 擋土壁整體穩定性分析-隆起計算. 中興工程顧問股份有限公司 14 γ ti=不透水層底面以上各層土壤單位重
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2015616
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1
AB
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2
RIDO
TORSA
TORSA
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4
-
-
5
-
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6
IH+
(>)
(
-
7
RIDO (RFL)
TORSA ()
FLAC 2D ()
PLAXIS 2D ()
FLAC 3D ()
PLAXIS 3D ()
MIDAS GTS ()
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9
-
10
SPT-N
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11
-
-
12
FA=+
LA= FA
Ms=
Fp=
Lp= Fp
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-
13
Mr=
Md=
Su=
W=X
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-
14
ti=
hi=
Uw=
-
-
15
sub=
D=
w=
Hw=
-
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16
RIDO
RIDOWinkler
RIDO
RIDO
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17
Rido
KSE=Kh+KRA
KRA=100fsL2/(B/N) fs = Su (Clay) (t/m2)
fs = 0.2N (Sand) (t/m2)
=KP+KP*
KP*=KPtand2L/(B/N)
Depth(m)
t(t/m3)
N C' ' Ka Ko Kp Kh /
KRA(t/m3)
KSE=Kh+KRA
(t/m3)
KP* KP+KP*
1 SM 8 2.03 11.0 0 300.330 0.500 4.143 1100 0.33 362 1462 1.191 5.334
2 SM 16.8 2.03 11.0 0 300.333 0.500 4.143 1100 0.33 362 1462 1.191 5.334
3 SM 23 2.00 17.0 0 32 0.307 0.470 4.679 1700 0.33 560 2260 1.437 6.116
4 SM 26 2.00 17.0 0 32 0.307 0.470 4.679 1700 0.33 560 2260 1.437 6.116
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18
RIDO
** R I D O 4.01 (C) R.F.L ** NAKANG PROJECT 308 WestSouth 2 D/W (WS2-DW SECTION) ** PAGE 48 **
=======================================================================================================
** SINOTECH - TAIWAN ** ** 09-02-09 **
-------------------------------
*** MAXIMUM DISPLACEMENT IN PHASE Nb 11 = 66.758 mm IN FINAL PHASE Nb 19 = 62.761 mm
*** MAXIMUM MOMENT IN PHASE Nb 11 = -220.101 m.T/m IN FINAL PHASE Nb 19 = -189.042 m.T/m
-----------------------------------------------------------------------------
| STRUT/ANCHOR | PRELOAD | MAXIMUM | FINAL STATE |
-----------------------------------------------------------------------------
| NUMBER LEVEL | PHASE FORCE | PHASE FORCE | PHASE FORCE |
| | | | |
| 1 2.00 | 2 -60.00 | 3 -101.22 | 19 REMOVED |
| 2 5.30 | 4 -190.00 | 16 -366.09 | 17 REMOVED |
| 3 8.60 | 6 -160.00 | 14 -302.33 | 15 REMOVED |
| 4 11.80 | 8 -280.00 | 9 -503.81 | 14 REMOVED |
| 5 15.00 | 10 -280.00 | 12 -491.97 | 13 REMOVED |
| 6 16.92 | 12 0.00 | 16 -223.08 | 19 -200.39 |
| 7 8.70 | 16 0.00 | 18 -80.51 | 19 -62.41 |
| 8 7.26 | 18 0.00 | 19 -40.95 | 19 -40.95 |
| | | | |
| m | T | T | T |
-----------------------------------------------------------------------------
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19
RIDO
-
20
RIDO
0
5
10
15
20
25
30
35
40
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
(t-m/m)
(m)
0
5
10
15
20
25
30
35
40
D3
2@
15
0 m
mD
32
@1
50
mm
D3
2@
15
0 m
m +
D3
2@
15
0 m
m
D3
2@
15
0 m
mD
32
@1
50
mm
SINOTECH ENGINEERING CONSULTANTS, LTD.Date :
Sheet :
By :
Ch'k by :
of
Project
Subject 1.0m TYPE 3(WS2)308
D3
2@
15
0 m
m+
D2
5@
30
0 m
m
0
5
10
15
20
25
30
35
40
-175 -150 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 175 200
(t/m)
(m)
0
5
10
15
20
25
30
35
40
1.0m TYPE 3(WS2)
Project Subject
SINOTECH ENGINEERING CONSULTANTS, LTD.Date :
Sheet :
By :
Ch'k by :
of
2D
13
, S
h=
15
0 m
m ,
Sv
=3
00
mm
2D
13
, Sh
=1
50
mm
, Sv
=3
00
mm
V
c
V
c
Vc
V
c
1D
13
, S
h=
15
0 m
m ,
Sv
=3
00
mm
1D
13
, Sh
=1
50
mm
, Sv
=3
00
mm
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21
-
22
-
24
24
TORSA
1 2
3 4 5
-
2525
TORSA
DMS
1
2
2 4 5
&
-
26
26
2
-
27
-TORSA
-
2828
-
TORSA
(=0.7)
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29
29
Hsieh, P. G. and Ou, C. Y. (1998),Shape of ground surface settlement profiles caused by excavation, Canadian Geotechnical Journal, Vol. 35, No.6, pp.1004-1017.
TORSA
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-
30
30
TORSA
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31
31
76p.39-50
TORSA
-
32
:5m
:5m
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33
33
TORSA
-
34
(40)
34
TORSA
1
23
-
35
35
(=0)
TORSA
-
36
36
TORSA
1
2
4 5
-
37
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38
38
TORSA
-
40
()
TORSA
TORSA2.0
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41
(Ka Kp Ko)
()
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42
(TT)(5m~12m)
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43
/SuTORSA
(5m)SuSu/v(3~5m)Su
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44