If the coefficients of volume change and compressibility of a soil sample are respectively 6.75 x 10-2 and 3 x 10-2, the void ratio of the soil sample, is« Back to Previous Page
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A. 1.10
B. 1.15
C. 1.20
D. 1.25
E. 1.30
 Posted by Civil EngineerAsked on August 7, 2016 2:14 pm
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