A Sample of Clay is isotropically nor was then sheared (standard) in a d soil constants were: M=0.88, N
A Sample of Clay is isotropically nor was then sheared (standard) in a d soil constants were: M=0.88, N
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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Transcribed Image Text:A Sample of Clay is isotropically normally consolidated to a cell pressure of 350kPa. The sample
was then sheared (standard) in a drained state. Calculate values of q, p', and v at failure if the
soil constants were:
M=0.88, N=2.88, I-2.76, and 2-0.16
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