A fully saturated clay specimen is placed in a consolidometer and subjected to a loading of 200 kN/m². After some of time, it was found that the average pore pressure in the specimen was 70 kN/m². The percentage of consolidation reached by then was
A fully saturated clay specimen is placed in a consolidometer and subjected to a loading of 200 kN/m². After some of time, it was found that the average pore pressure in the specimen was 70 kN/m². The percentage of consolidation reached by then was
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.3P
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