The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes/m2 to 50 tonnes/m2, the coefficient of compressibility is« Back to Previous Page

A. 0.01 B. 0.02 C. 0.05 D. 0.001 Posted by Civil Engineer Asked on August 7, 2016 2:10 pm

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A. 0.01 Posted by Civil Engineer Answered on August 7, 2016 2:10 pm