The location of trial failure surface on a slope is shown in Figure and the stress components for each slice are listed in Table. Shearing component _(kÑ.m') -0.280 -0.227 Slice Normal Length of trial failure surface=11m Soil friction angle 6° Cohesion, c=28kPa No. component (kÑ.m') 1.911 7.745 13.139 16.344 0.383 3.214 6.543 8.368 9.792 17.625 16.718 12.125 6. 8 4.228 0.486 Trial Failure Surface (a) Compute the driving stress. (b) Compute the stabilizing stress. (c) Analyze the safety of the slope. in 1/2345o
The location of trial failure surface on a slope is shown in Figure and the stress components for each slice are listed in Table. Shearing component _(kÑ.m') -0.280 -0.227 Slice Normal Length of trial failure surface=11m Soil friction angle 6° Cohesion, c=28kPa No. component (kÑ.m') 1.911 7.745 13.139 16.344 0.383 3.214 6.543 8.368 9.792 17.625 16.718 12.125 6. 8 4.228 0.486 Trial Failure Surface (a) Compute the driving stress. (b) Compute the stabilizing stress. (c) Analyze the safety of the slope. in 1/2345o
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![The location of trial failure surface on a slope is shown in Figure and the stress components for each slice are
listed in Table.
Slice
Shearing
component
(kN.m')
-0.280
-0.227
0.383
3.214
6.543
8.368
9.792
Normal
Length of trial failure surface=11m
Soil friction angle 6°
Cohesion, c=28kPa
No.
component
(kN.m')
1.911
7.745
13.139
1
2
4
16.344
17.625
16.718
12.125
7
8.
4.228
0.486
Trial Failure
Surface
(a) Compute the driving stress.
(b) Compute the stabilizing stress.
(c) Analyze the safety of the slope.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F21df8678-ca6e-4141-b8b6-12d2a481f471%2F6ffb246d-3e80-4a16-aa60-1e5841186c9b%2Fimwm9st_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The location of trial failure surface on a slope is shown in Figure and the stress components for each slice are
listed in Table.
Slice
Shearing
component
(kN.m')
-0.280
-0.227
0.383
3.214
6.543
8.368
9.792
Normal
Length of trial failure surface=11m
Soil friction angle 6°
Cohesion, c=28kPa
No.
component
(kN.m')
1.911
7.745
13.139
1
2
4
16.344
17.625
16.718
12.125
7
8.
4.228
0.486
Trial Failure
Surface
(a) Compute the driving stress.
(b) Compute the stabilizing stress.
(c) Analyze the safety of the slope.
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