Determine the e-void ratio and gs-specific gravity

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The moist unit weights and degrees of saturation of a soil are given: moist unit weight (1) = 16.62 kN/m^3, degree of saturation (1) = 50%; moist unit weight (2) = 17.71 kN/m^3, degree of saturation (2) = 75%. Determine a) e (void ratio) and b) Gs (specific gravity)

Reference no: EM13315541

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