4. For a normally consolidated clay, the following values are given. k (cm/sec) 0.45 x 106 e 0.78 1.1 0.88 x 106 Estimate k at a void ratio of 0.97
4. For a normally consolidated clay, the following values are given. k (cm/sec) 0.45 x 106 e 0.78 1.1 0.88 x 106 Estimate k at a void ratio of 0.97
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.20P
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