clay of thickness 10 ft is drained on one side only. It has a hydraulic conductivity of h = 1.863 x 10-8 in/sec and a coefficient of volume compressibility mv = 8.6 x 10-4 in2/lb. Determine the ultimate value of the compression of the stratum by assuming a uniformly distributed load of 5250 lb/ft2 and also determine the time required for 20 percent and 80 percent c
clay of thickness 10 ft is drained on one side only. It has a hydraulic conductivity of h = 1.863 x 10-8 in/sec and a coefficient of volume compressibility mv = 8.6 x 10-4 in2/lb. Determine the ultimate value of the compression of the stratum by assuming a uniformly distributed load of 5250 lb/ft2 and also determine the time required for 20 percent and 80 percent c
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter11: Ground Improvement
Section: Chapter Questions
Problem 11.10CTP
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Question
:A strata of normally consolidated clay of thickness 10 ft is drained on one side only. It has a hydraulic
conductivity of h = 1.863 x 10-8
in/sec and a coefficient of volume compressibility mv = 8.6 x 10-4
in2/lb. Determine the
ultimate value of the compression of the stratum by assuming a uniformly distributed load of 5250 lb/ft2 and also
determine the time required for 20 percent and 80 percent consolidation.
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