2015616

1

AB

2

RIDO

TORSA

TORSA

4

-

5

-

6

IH+

(>)

(

7

RIDO (RFL)

TORSA ()

FLAC 2D ()

PLAXIS 2D ()

FLAC 3D ()

PLAXIS 3D ()

MIDAS GTS ()

9

10

SPT-N

11

-

12

FA=+

LA= FA

Ms=

Fp=

Lp= Fp

-

13

Mr=

Md=

Su=

W=X

-

14

ti=

hi=

Uw=

-

15

sub=

D=

w=

Hw=

-

16

RIDO

RIDOWinkler

RIDO

RIDO

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

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 |

-----------------------------------------------------------------------------

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

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)

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

-

30

30

TORSA

31

31

76p.39-50

TORSA

32

:5m

:5m

33

33

TORSA

34

(40)

34

TORSA

1

23

35

35

(=0)

TORSA

36

36

TORSA

1

2

4 5

37

38

38

TORSA

40

()

TORSA

TORSA2.0

41

(Ka Kp Ko)

()

42

(TT)(5m~12m)

43

/SuTORSA

(5m)SuSu/v(3~5m)Su

44