Determine the degree of saturation-void ratio and porosity

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Reference no: EM13306310

A soil sample of 0.00283 m3 weighs in its natural state, 5.3 kg. After drying in the oven, it weighs 4.44 kg. The relative density of the grains is 2.70. Determine the degree of saturation, void ratio, porosity and moisture content of the soil in its natural state.

Reference no: EM13306310

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