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4.7 A sample of soil is compacted into a 9.44 x 10 m3 laboratory mold. The mass of the compacted soil is 1.91 kg, and its moisture content is 14.5%. Using a specific gravity of solids of 2.66, compute the degree of saturation, density (kg/m3), unit weight (kN/m3) and dry unit weight of this compacted soil. 4.8 A sample of soil was compacted into a 1/30 ft3 laboratory mold.

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Geotechnical Engineering (International Edition) [2 ed.] …

4.7 A sample of soil is compacted into a 9.44 x 10 m3 laboratory mold. The mass of the compacted soil is 1.91 kg, and its moisture content is 14.5%. Using a specific gravity of solids of 2.66, compute the degree of saturation, density (kg/m3), unit weight (kN/m3) and dry unit weight of this compacted soil. 4.8 A sample of soil was compacted into a 1/30 ft3 laboratory mold.

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