a sample of clay taken from a natural stratum was, Civil Engineering

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a sample of clay taken from a natural stratum was

A sample of clay taken from a natural stratum was originated to be partially saturated and when tested in the laboratory gave the following results. Calculate the degree of saturation. Specific gravity of soil particles = 2.6; wet weight of sample = 2.50 N; dry weight of sample = 210 N; and volume of sample = 150 cm³.

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Civil Engineering: a sample of clay taken from a natural stratum was

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Civil Engineering: a sample of clay taken from a natural stratum was

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