1.

A soil has a void ratio of 0.6, specific gravity as 2.65 and degree of saturation as 50%. What will be its bulk unit weight?

A. 17 kN/m<sup>3</sup>
B. 18 kN/m<sup>3</sup>
C. 19 kN/m<sup>3</sup>
D. 20 kN/m<sup>3</sup>
Answer» C. 19 kN/m<sup>3</sup>


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