CE Board HGE Problem 29 (Hydraulics and Geotechnical Engineering) - CE Nov 2022

The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:
Chamber confining pressure = 250 kPa
Deviator stress at failure = 350 kPa
a. Evaluate the angle of friction of the soil sample
b. Evaluate the shear stress on the failure plane
c. Evaluate the normal stress on the plane of maximum shear
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