A clay soil specimen, 1.5 in. thick (drained on top only) was tested in the laboratory. For a given load increment, the time for 60% consolidation was 8 min and 10 sec. How long will it take (in days) for 40% consolidation for a similar clay layer in the field that is 10-ft thick and drained on both sides?

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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A clay soil specimen, 1.5 in. thick (drained on top only) was tested in the laboratory. For a given
load increment, the time for 60% consolidation was 8 min and 10 sec. How long will it take (in
days) for 40% consolidation for a similar clay layer in the field that is 10-ft thick and drained on
both sides?
Page 1 of 2
Transcribed Image Text:A clay soil specimen, 1.5 in. thick (drained on top only) was tested in the laboratory. For a given load increment, the time for 60% consolidation was 8 min and 10 sec. How long will it take (in days) for 40% consolidation for a similar clay layer in the field that is 10-ft thick and drained on both sides? Page 1 of 2
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