A stratum 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 time required for 20% consolidation by assuming a uniformly distributed load of 5250 lb/ft2. a.8.72 days b.157.50 days c.6.982 days d.125.64 days

A stratum 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 time required for 20% consolidation by assuming a uniformly distributed load of 5250 lb/ft2. a.8.72 days b.157.50 days c.6.982 days d.125.64 days

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 9.12P

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A stratum 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. a. 6.982" b. 3.763" c. 5.890" d. 8.542"
A stratum 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. a.3.763" b.6.982" c.8.542" d.5.890" With Free Body Diagram
A strata of normally consolidated clay of thickness 10 ft is drained on one side only. It has hydraulic conductivity of h = 1.863 x 10~ 8 in/sec and a coefficient of volume compressibility ra v = 8.6 x 10" 4 in 2 /lb. Determine the ultimate value of the compression of the stratum by assuming a uniformly distributed load of 5250 lb/ft 2 and also determine the time required for 20 percent and 80 percent consolidation.
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A stratum 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 time required for 80% consolidation by assuming a uniformly distributed load of 5250 lb/ft2.
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