1.

A soil engineer collects a sample of soil having a moist unit weight of a soil of 24.5 kN/m3, water content available is 10 % and the specific gravity of the solid is 2.50. what is the degree of saturation of the soil? (Assume unit weight of water = 9.81 kN/m3)

A. 250 %
B. 225 %
C. 75 %
D. 150 %
Answer» B. 225 %


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