a. Compute the angle of friction of the clay sample b. Compute the shear stress at failure plane c. Compute the normal stress on the plane of maximum shear.

Fundamentals of Geotechnical Engineering (MindTap Course List)
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ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.20P
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17. The results of a consolidated drained test for a normally consolidated clay were as follows:
chamber confining pressure = 300 Kpa and deviator stress = 400 KPa
a. Compute the angle of friction of the clay sample
b. Compute the shear stress at failure plane
c. Compute the normal stress on the plane of maximum shear.

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