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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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