2.9 A normally consolidated clay has the following values. Void ratio, e k (cm/sec) 0.2 x 10 0.91 X 10 1.2 1.9 Estimate the magnitude of k of the clay at a void ratio (e) of 0.9. Use Eq. (2.41).

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.9P
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2.9 A normally consolidated clay has the following values.
Void ratio, e
k (cm/sec)
0.2 × 10
0.91 x 10-6
1.2
1.9
Estimate the magnitude of k of the clay at a void ratio (e) of 0,9. Use Eq. (2,41).
Transcribed Image Text:2.9 A normally consolidated clay has the following values. Void ratio, e k (cm/sec) 0.2 × 10 0.91 x 10-6 1.2 1.9 Estimate the magnitude of k of the clay at a void ratio (e) of 0,9. Use Eq. (2,41).
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