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4. The porosity of a sample of sand in the loose state was 54% and in dense state, 38%. The specific gravity of the soil grain was 2.60. Determine the saturated and submerged unit weights, and critical hydraulic gradient in both the states) (17.28 kN/m', 19.69 kN/m, 7.45 kN/m'; 9.88 kN/m; 0.76; 1.01)

4. The porosity of a sample of sand in the loose state was 54% and in dense state, 38%. The specific gravity of the soil grain was 2.60. Determine the saturated and submerged unit weights, and critical hydraulic gradient in both the states) (17.28 kN/m', 19.69 kN/m, 7.45 kN/m'; 9.88 kN/m; 0.76; 1.01)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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4. The porosity of a sample of sand in the loose state was 54% and in dense state, 38%. The specific gravity of the soil grain was 2.60. Determine the saturated and submerged unit weights, and critical hydraulic gradient in both the states) (17.28 kN/m', 19.69 kN/m, 7.45 kN/m²; 9.88 kN/m; 0.76; 1.01)
Transcribed Image Text:4. The porosity of a sample of sand in the loose state was 54% and in dense state, 38%. The specific gravity of the soil grain was 2.60. Determine the saturated and submerged unit weights, and critical hydraulic gradient in both the states) (17.28 kN/m', 19.69 kN/m, 7.45 kN/m²; 9.88 kN/m; 0.76; 1.01)
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