1.

If a soil has a void ratio of 0.64, specific gravity of solids as 2.65, then its saturated unit weight will be ______

A. 24.5 kN/m<sup>3</sup>
B. 25 kN/m<sup>3</sup>
C. 25.5 kN/m<sup>3</sup>
D. 19.5 kN/m<sup>3</sup>
Answer» E.


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