In drained triaxial compression test, a saturated specimen of cohesionless sand fails under a deviator stress of 535 kPa when the cell pressure is 150 kPa. What will be The effective angle of shearing resistance?
In drained triaxial compression test, a saturated specimen of cohesionless sand fails under a deviator stress of 535 kPa when the cell pressure is 150 kPa. What will be The effective angle of shearing resistance?
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.18P
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