he unit weight of the soil in the field was recorded as 126.360 lb/ft3 with natural water content of 16.020 %. In the laboratory, the soil is tested for its maximum and minimum void ratio which were 0.910 and 0.380, respectively, and the specific gravity of soil solids to be 2.780. Determine the following: in situ void ratio , relative density of the soil , percentage decrease in the void ratio if the relative density is increase by 10%
he unit weight of the soil in the field was recorded as 126.360 lb/ft3 with natural water content of 16.020 %. In the laboratory, the soil is tested for its maximum and minimum void ratio which were 0.910 and 0.380, respectively, and the specific gravity of soil solids to be 2.780. Determine the following: in situ void ratio , relative density of the soil , percentage decrease in the void ratio if the relative density is increase by 10%
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The unit weight of the soil in the field was recorded as 126.360 lb/ft3 with natural water content of 16.020 %. In the laboratory, the soil is tested for its maximum and minimum void ratio which were 0.910 and 0.380, respectively, and the specific gravity of soil solids to be 2.780. Determine the following: in situ void ratio , relative density of the soil , percentage decrease in the void ratio if the relative density is increase by 10%
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