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 %3D a great depth. The Taylor's stability coefficient for 0, = 0 and 40° slope angle is 0.18. The factor of safety of the load is %3D

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 %3D a great depth. The Taylor's stability coefficient for 0, = 0 and 40° slope angle is 0.18. The factor of safety of the load is %3D

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter15: Slope Stability

Section: Chapter Questions

Problem 15.6P

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