EBK FOUNDATION DESIGN
3rd Edition
ISBN: 9780133424478
Author: CODUTO
Publisher: YUZU
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Textbook Question
Chapter 4, Problem 4.10QPP
A series of vane shear tests have been performed on a soft clay stratum. The results of these tests are as follows:
The vane was 60 mm in diameter and 120 mm long. The soil has a liquid limit of 100 and a plastic limit of 30. Compute the undrained shear strength for each test, then develop a plot of undrained shear strength versus depth. This plot should have depth on the vertical axis, with zero at the top of the plot.
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Chapter 4 Solutions
EBK FOUNDATION DESIGN
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