The value of Ko for the compressible silty clay layer of Problem 6.33 is 0.68. What are

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The value of Ko for the compressible silty clay layer of Problem 6.33 is 0.68. What are the total and effective horizontal stresses at mid-depth of the layer?
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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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