Foundation Design: Principles and Practices (3rd Edition)
Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Chapter 4, Problem 4.11QPP

A DMT was performed in a normally consolidated clay at a depth of 10 m, giving K D of 2.1. The clay has a unit weight of 118 lb/ft 3 and the groundwater table is at the ground surface. Estimate the undrained shear strength of the clay at a depth of 10 m.

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