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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![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F492b026c-ff7c-48a3-a84c-57e2e3d35c20%2F8e3ef6c5-6da1-40e7-85e7-7a30297322ef%2F9oq31ug_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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
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