1.

A soil sample has a dry density of 8.5 kN/m³, specific gravity of solids G as 2.7 and voids ratio of 0.6. If the unit weight of soil is 50% saturated, then its bulk unit weight will be ______

A. 19.274 kN/m³
B. 23.034 kN/m³
C. 20.554 kN/m³
D. 21.428 kN/m³
Answer» D. 21.428 kN/m³


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