A 40° slope is excavated to a depth of 10 m is a deep layer of saturated clay of unit weight 20 kN/m3; the relevant shear strength parameters are c = 72 kN/m2 and o = 0. The rock ledge is at a great depth. The Taylor's stability coefficient for =0 and 40° slope angle is 0.18. The factor of safety of the load is %3D %3D a) 2.0 (b) 2.1 c) 2.2 (d) 2.3

A 40° slope is excavated to a depth of 10 m is a deep layer of saturated clay of unit weight 20 kN/m3; the relevant shear strength parameters are c = 72 kN/m2 and o = 0. The rock ledge is at a great depth. The Taylor's stability coefficient for =0 and 40° slope angle is 0.18. The factor of safety of the load is %3D %3D a) 2.0 (b) 2.1 c) 2.2 (d) 2.3

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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