Q6: A saturated clay sample was consolidated in the triaxial cell under a cell pressure of 150 KN/m. 1he drainage valve was then closed and the deviator stress was quickly increased to 200 kN/m when failure occurred. If c' = 15 kN/m2 and o = 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/m. 1he drainage valve was then closed and the deviator stress was quickly increased to 200 kN/m when failure occurred. If c' = 15 kN/m2 and o = 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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![Q6:
A saturated clay sample was consolidated in the triaxial cell under a cell pressure of 150 kN/m. The
drainage valve was then closed and the deviator stress was quickly increased to 200 kN/m² when
failure occurred. If c' = 15 kN/m? and o = 20 °. find the pore water pressure and Skempton's pore
pressure coefficient A at failure.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdeff6dcc-179a-4df3-a4e5-fff5f7681c69%2F38a13a33-f4e7-4559-ac9f-3ec77b6a9e51%2F0al4hwv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q6:
A saturated clay sample was consolidated in the triaxial cell under a cell pressure of 150 kN/m. The
drainage valve was then closed and the deviator stress was quickly increased to 200 kN/m² when
failure occurred. If c' = 15 kN/m? and o = 20 °. find the pore water pressure and Skempton's pore
pressure coefficient A at failure.
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