For a normally consolidated clay specimen, the results of a drained triaxial test are as follows:

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For a normally consolidated clay specimen, the results of a drained triaxial test are as follows:
• Chamber-confining pressure = 125 kN/m2
• Deviator stress at failure = 175 kN/m2
Determine the soil friction angle, ϕ'.

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Principles of Geotechnical Engineering

ISBN: 978-1133108665

8th edition

Authors: Braja M.Das

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Question Posted: Apr 30, 2016 02:06 PM

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For a normally consolidated clay specimen, the results of a drained triaxial test are as follows:

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Principles of Geotechnical Engineering

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