The following are the results of a consolidation tests for a clay sample that drained on the top and bottom: P1 = 2000 psf e1 = 0.75 P2 = 4000 psf e2 = 0.71 Thickness of clay sample Time it took for 50% consolidation = 5 mins = 1" Determine the hydraulic conductivity of the clay for the loading range. (8.22 x 10 -10 ft/sec)
The following are the results of a consolidation tests for a clay sample that drained on the top and bottom: P1 = 2000 psf e1 = 0.75 P2 = 4000 psf e2 = 0.71 Thickness of clay sample Time it took for 50% consolidation = 5 mins = 1" Determine the hydraulic conductivity of the clay for the loading range. (8.22 x 10 -10 ft/sec)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.3P
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Show solution. The answer must be 8.22 x10^-10 ft/sec
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