The location of trial failure surface on a slope is shown in Figure and the stress components for each slice arelisted in Table.SliceShearingcomponent_(kN.m·')-0.280-0.2270.3833.2146.5438.3689.792Normalcomponent(kŇ.m*)1.9117.74513.13916.34417.62516.71812.1250.486Length of trial failure surface=11mSoil friction angle 6°Cohesion, c=28kPaNo.1346.4.228Trial FallureSurface(a) Compute the driving stress.(b) Compute the stabilizing stress.(c) Analyze the safety of the slope.

Given data : c=28 kPa L=11m ϕ=6∘

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 (KN.m') -0.280 -0.227 0.383 3.214 6.543 8.368 9.792 4.228 Normal component (kÑ.m') 1.911 7.745 13.139 16.344 17.625 16.718 12.125 Slice Length of trial failure surface=11m Soil friction angle *6° Cohesion, c=28kPa No. 3 4 8. 0.486 Trial Failure Surface

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 (KN.m') -0.280 -0.227 0.383 3.214 6.543 8.368 9.792 4.228 Normal component (kÑ.m') 1.911 7.745 13.139 16.344 17.625 16.718 12.125 Slice Length of trial failure surface=11m Soil friction angle *6° Cohesion, c=28kPa No. 3 4 8. 0.486 Trial Failure Surface

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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