The moist unit weights and degrees of saturation of a soil sample are given as follows: Moist Unit Weight (pcf) Degree of Saturation (8) 104.08 45 111.46 73 Compute the following: 2. Specific gravity of soil solids. 3. Percent of soil solids. 4. Dry unit weight of soil.
The moist unit weights and degrees of saturation of a soil sample are given as follows: Moist Unit Weight (pcf) Degree of Saturation (8) 104.08 45 111.46 73 Compute the following: 2. Specific gravity of soil solids. 3. Percent of soil solids. 4. Dry unit weight of soil.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The moist unit weights and degrees of saturation of a
soil sample are given as follows:
Moist Unit Weight (pcf)
Degree of Saturation (8)
104.08
45
111.46
73
Compute the following:
2. Specific gravity of soil solids.
3. Percent of soil solids.
4. Dry unit weight of soil.
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