failure was observed to be 10kPa. Find the tangent of the angle of shearing resistance of the sandy soil.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem-(5)
In a triaxial compression test, the major principal stress was 90 kPa and
the minor principal stress was 30 kPa, at failure. The pore pressure at
failure was observed to be 10kPa. Find the tangent of the angle of
shearing resistance of the sandy soil.
Transcribed Image Text:Problem-(5) In a triaxial compression test, the major principal stress was 90 kPa and the minor principal stress was 30 kPa, at failure. The pore pressure at failure was observed to be 10kPa. Find the tangent of the angle of shearing resistance of the sandy soil.
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