Suppose an identical specimen of the same clay as in Problem 12.38 was sheared un-drained, and the
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Suppose an identical specimen of the same clay as in Problem 12.38 was sheared un-drained, and the induced pore pressure at failure was 85 kPa. Determine the principal stress difference, total and effective principal stress ratios, ∅', ∅ total, A f, and α f for this test.?
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Related Book For 
An Introduction to Geotechnical Engineering
ISBN: 978-0132496346
2nd edition
Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan
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