Q6: A saturated clay sample was consolidated in the triaxial cell under a cell pressure of 150 kN/m². The drainage valve was then closed and the deviator stress was quickly increased to 200 kN/m² when failure occurred. If c =15 kN/m² and 4 =20, find the pore water pressure and Skempton's pore pressure coefficient A at failure.

Q6: A saturated clay sample was consolidated in the triaxial cell under a cell pressure of 150 kN/m². The drainage valve was then closed and the deviator stress was quickly increased to 200 kN/m² when failure occurred. If c =15 kN/m² and 4 =20, find the pore water pressure and Skempton's pore pressure coefficient A at failure.

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 10.20P

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