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PROBI 3.1 Four soil samples, each having a void ratio of 0.76 and a specific gravity of 2.74, have degrees of saturation of 85 90, 95, and 100%. Determine the unit weight for each of the four samples. turol state weighs 113 lh:

PROBI 3.1 Four soil samples, each having a void ratio of 0.76 and a specific gravity of 2.74, have degrees of saturation of 85 90, 95, and 100%. Determine the unit weight for each of the four samples. turol state weighs 113 lh:

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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soil. PROBLEMS a specific gravity of 2.74, have degrees of saturation of g5 90, 95, and 100%. Determine the unit weight for each of the four samples. 3.2 A cubic foot of soil in its natural state weighs 113 lh: after being dried it weighs 96 lb. The specific gravity of the soil is 2.70. Determine the degree of saturation, void ratio. porosity, and water content for the soil as it existed in its natural state. 3.3 A container of saturated soil weighed 113.27 g before it was placed in an oven and 100.06 g after it remained in the oven overnight. The container alone weighs 49.31 g; the specific gravity of the soil is 2.80. Determine the void ratio, porosity, and water content of the original soil sample. 3.4 A saturated soil has a unit weight of 120 pcf and a water content of 32.5%. Determine the void ratio and specific gravity of the soil. 3.5 A sample of dry sand having a unit weight of 105 pcf and a specific gravity of 2.70 is placed in the rain. During the rain the volume of the sample remains constant but the degree of saturation increases to 40%. Determine the unit weight and water content of the soil after being in the rain. S P 36 Determino th of the
Transcribed Image Text:soil. PROBLEMS a specific gravity of 2.74, have degrees of saturation of g5 90, 95, and 100%. Determine the unit weight for each of the four samples. 3.2 A cubic foot of soil in its natural state weighs 113 lh: after being dried it weighs 96 lb. The specific gravity of the soil is 2.70. Determine the degree of saturation, void ratio. porosity, and water content for the soil as it existed in its natural state. 3.3 A container of saturated soil weighed 113.27 g before it was placed in an oven and 100.06 g after it remained in the oven overnight. The container alone weighs 49.31 g; the specific gravity of the soil is 2.80. Determine the void ratio, porosity, and water content of the original soil sample. 3.4 A saturated soil has a unit weight of 120 pcf and a water content of 32.5%. Determine the void ratio and specific gravity of the soil. 3.5 A sample of dry sand having a unit weight of 105 pcf and a specific gravity of 2.70 is placed in the rain. During the rain the volume of the sample remains constant but the degree of saturation increases to 40%. Determine the unit weight and water content of the soil after being in the rain. S P 36 Determino th of the
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