A soil sample has a porosity of 40 percent. The specific gravity of solids is 2.70. Calculate (a) void ratio,(b) dry density,(c)unit weight if the soil is 50% saturated and (d) unit weight if the soil grains is completely saturated
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Explanation:
Saturated unit weight, which is the unit weight of a soil when all void spaces of the soil are completely filled with water, with no air.
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