Use wedge method to analysis the stability of slope shown below. Use wedges A and B drawn in the figure. Redo the calculations in case the water table exist at the top level of slope that shown in the figure of the previous example. 1649 m Y21 KNm 35 Core Interface characteristic 3110 AN/ 150 109 5 23 --23 tan d tan 39.9m P tan d FS 73,4 m 100.0m (b) (c) (d)
Use wedge method to analysis the stability of slope shown below. Use wedges A and B drawn in the figure. Redo the calculations in case the water table exist at the top level of slope that shown in the figure of the previous example. 1649 m Y21 KNm 35 Core Interface characteristic 3110 AN/ 150 109 5 23 --23 tan d tan 39.9m P tan d FS 73,4 m 100.0m (b) (c) (d)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Use wedge method to analysis the stability of slope shown below. Use wedges A
and B drawn in the figure.
Redo the calculations in case the water table exist at the top level of slope that shown
in the figure of the previous example.
161.9 m
Y- 21 ANim
Core
- 35
60m
Interface characteristic
4110 ANm
150
(a)
109 5 m
23 -=23
f---
-85m
tan d
tan
FS
39.9m
42.4 m
223 m
FS
Tnsm
P, tan d
176 m
FS
73,4 m
100.0 m
(b)
(c)
(d)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc36d0733-3e4d-411c-b315-b4b04f09713d%2Fdb39b18e-93d4-4a53-9fb2-6ced353a7358%2Fl9l01c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Use wedge method to analysis the stability of slope shown below. Use wedges A
and B drawn in the figure.
Redo the calculations in case the water table exist at the top level of slope that shown
in the figure of the previous example.
161.9 m
Y- 21 ANim
Core
- 35
60m
Interface characteristic
4110 ANm
150
(a)
109 5 m
23 -=23
f---
-85m
tan d
tan
FS
39.9m
42.4 m
223 m
FS
Tnsm
P, tan d
176 m
FS
73,4 m
100.0 m
(b)
(c)
(d)
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