Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A saturated specimen of cohesionless sand was tested under drained conditions in a triaxial compression test apparatus and the sample failed at a deviator stress of 482 kN/m2 and the plane of failure made an angle of 60° with the horizontal. Determine the magnitudes of the deviator stress for another identical specimen of sand if it is tested under a cell pressure of 200 kN/m2? O 400 kPa O 320 kPa O 200 kPa 236 kPa
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Transcribed Image Text:A saturated specimen of cohesionless sand was tested under drained conditions in a triaxial compression test apparatus and the sample failed at a deviator stress of 482 kN/m2 and the plane of failure made an angle of 60° with the horizontal. Determine the magnitudes of the deviator stress for another identical specimen of sand if it is tested under a cell pressure of 200 kN/m2? O 400 kPa O 320 kPa O 200 kPa 236 kPa
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