For a normally consolidated clay, the following values are given: Void ratio, e k (cm/sec) 0.95....................0.2

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For a normally consolidated clay, the following values are given:
Void ratio, e k (cm/sec)
0.95....................0.2 × 10-6
1.6......................0.91 × 10-6
Estimate k at a void ratio of 1.1. Use Eq. (7.38).

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Principles of Geotechnical Engineering

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8th edition

Authors: Braja M.Das

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For a normally consolidated clay, the following values are given: Void ratio, e k (cm/sec) 0.95....................0.2

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Principles of Geotechnical Engineering

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