Dry unit weight and the specific gravity of soil solids

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Reference no: EM13947772

1. A soil specimen has a volume of 0.05 m3 and a mass of 87.5 kg. Given: w 5 15%, Gs 5 2.68. Determine

a. Void ratio

b. Porosity

c. Dry unit weight

d. Moist unit weight

e. Degree of saturation

2. The saturated unit weight of a soil is 20.1 kN/m3 at a moisture content of 22%. Determine (a) the dry unit weight and (b) the specific gravity of soil solids, Gs.

Reference no: EM13947772

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