(c) Figure 3.2 shows the general arrangement for a total stress analysis of a clay slope. Prove from first principles that the factor of safety is F = Cu R²0. We (d) With reference to Figure 3.2, determine the factor of safety given that cu = 60kPa, R = 18m, 0 = 98°, W = 4500KN and e= 3.5m. %3D %3D

(c) Figure 3.2 shows the general arrangement for a total stress analysis of a clay slope. Prove from first principles that the factor of safety is F = Cu R²0. We (d) With reference to Figure 3.2, determine the factor of safety given that cu = 60kPa, R = 18m, 0 = 98°, W = 4500KN and e= 3.5m. %3D %3D

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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