Suppose another specimen of the soil in the preceding problem developed a major effective principal stress of
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Suppose another specimen of the soil in the preceding problem developed a major effective principal stress of 2200 kPa at failure. What would Skempton's pore pressure coefficient A at failure be, if σ'c = 900 kPa?
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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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