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A Soil sample has a liquidity index of 0.29, a plastic limit of 12.2%., and a plasticity index of l6.37.. Specific gravity and the void ratio are equal to 2.7 and 0.G0 respectively. 17 Compute the water Content G) 17.85 b)16.76 c) 18.38 J) 15.49 2-) Compute the degree of Saturation c:) 66.1 4)57.90 6) 73 J) I5.44 3.) Determine the dry unit weight at zero air void in KN mo 2) 17.32 b.) 19.76 C) 16.18 d.)18.24

A Soil sample has a liquidity index of 0.29, a plastic limit of 12.2%., and a plasticity index of l6.37.. Specific gravity and the void ratio are equal to 2.7 and 0.G0 respectively. 17 Compute the water Content G) 17.85 b)16.76 c) 18.38 J) 15.49 2-) Compute the degree of Saturation c:) 66.1 4)57.90 6) 73 J) I5.44 3.) Determine the dry unit weight at zero air void in KN mo 2) 17.32 b.) 19.76 C) 16.18 d.)18.24

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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A soil sample has a liquidity index of 0.29, a plastic limit of 12.2%., and a plasticity index of 16.37.. Specific gravity and the void ratio are equal to 2.7 and 0.G0 respectively. 17 Compute the water content G) 17.85 b)16.76 c) 18.38 J)IS.99 2-) Compute the degree of Saturation c:) 66.1 4) 57.90 b) 73 J) I5.44 3.) Determine the dry unit weight at zero air void in KN mo 2) 17.3 2 b.) 19. 76 C:) 16.18 d.)18.24
Transcribed Image Text:A soil sample has a liquidity index of 0.29, a plastic limit of 12.2%., and a plasticity index of 16.37.. Specific gravity and the void ratio are equal to 2.7 and 0.G0 respectively. 17 Compute the water content G) 17.85 b)16.76 c) 18.38 J)IS.99 2-) Compute the degree of Saturation c:) 66.1 4) 57.90 b) 73 J) I5.44 3.) Determine the dry unit weight at zero air void in KN mo 2) 17.3 2 b.) 19. 76 C:) 16.18 d.)18.24
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