A saturated specimen of clay was immersed in mercury and the displaced volume was 25 cc. The weight of the sample was 35 gm. After over drying for 48 hours, weight reduced to 15 gm while volume came down to 13 cc. The shrinkage limit of the soil is -

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.12P
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Q.shrinkage..limit??

A saturated specimen of clay was immersed in mercury and the displaced volume was 25 cc. The weight of the sample
was 35 gm. After over drying for 48 hours, weight reduced to 15 gm while volume came down to 13 cc. The shrinkage
limit of the soil is -
Transcribed Image Text:A saturated specimen of clay was immersed in mercury and the displaced volume was 25 cc. The weight of the sample was 35 gm. After over drying for 48 hours, weight reduced to 15 gm while volume came down to 13 cc. The shrinkage limit of the soil is -
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