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Question
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 ______
Options:
A .  19.274 kN/m³
B .  23.034 kN/m³
C .  20.554 kN/m³
D .  21.428 kN/m³
Answer: Option C
Answer: (c).20.554 kN/m³

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