A CU triaxial test is performed on a cohesive soil. The effective consolidation stress was 750 kPa.

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A CU triaxial test is performed on a cohesive soil. The effective consolidation stress was 750 kPa. At failure, the principal stress difference was 1250 kPa, and the major effective principal stress was 1800 kPa. Compute Skempton's pore pressure coefficient A at failure.?
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An Introduction to Geotechnical Engineering

ISBN: 978-0132496346

2nd edition

Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan

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