A sample of clay soil taken from a construction site has a wet mass of 45.6 kg and a related inplace volume of 0.021 m3. After being dried in an oven, the dry soil mass is 39.1 kg. The specific gravity of the soil particles is 2.73. Determine the soil water content, void ratio, and degree of saturation.
A sample of clay soil taken from a construction site has a wet mass of 45.6 kg and a related inplace volume of 0.021 m3. After being dried in an oven, the dry soil mass is 39.1 kg. The specific gravity of the soil particles is 2.73. Determine the soil water content, void ratio, and degree of saturation.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A sample of clay soil taken from a construction site has a wet mass of 45.6 kg and a related inplace volume of 0.021 m3. After being dried in an oven, the dry soil mass is 39.1 kg. The specific gravity of the soil particles is 2.73. Determine the soil water content, void ratio, and degree of saturation.
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