What is the dry unit weight of a clay soil when the void rat

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Civil Engineering

60

M: +1.00/-0.33

What is the dry unit weight of a clay soil when the void ratio of a sample thereof is 0.50, the degree of saturation is 70%, and the specific gravity of the soil grains is 2.7? Take the value of be 9.81 kN/m³?

[ESE (IES) CE 2016 P2]

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