ylindrical sample of soil, having cohesion of 0.8 kg/cm2 and angle of internal friction of 200, is subjected to a cell pressure (σ3) of 1.0 kg/cm2. Calculate the maximum deviator stress at which the sample will fail.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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A cylindrical sample of soil, having cohesion of 0.8 kg/cm2 and angle of internal friction of 200, is subjected to a cell pressure (σ3) of 1.0 kg/cm2. Calculate the maximum deviator stress at which the sample will fail.

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