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Figure Q-c: T 3 m 5 m 4 m G₁= 2.66 e 0.5 Gs 2.71;e= 0.75; S = 50% Groundwater table G₁ = 2.72 e=0.95 Page 2 of 3 Dry sand Clay; zone of capillary rise Clay Rock

Figure Q-c: T 3 m 5 m 4 m G₁= 2.66 e 0.5 Gs 2.71;e= 0.75; S = 50% Groundwater table G₁ = 2.72 e=0.95 Page 2 of 3 Dry sand Clay; zone of capillary rise Clay Rock

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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Figure Q-c: T 3 m 5 m 4 m G₁ = 2.66 e = 0.5 Gs 2.71;e= 0.75; S = 50% Groundwater table G₁ = 2.72 e = 0.95 Page 2 of 3 Dry sand Clay; zone of capillary rise Clay Rock
Transcribed Image Text:Figure Q-c: T 3 m 5 m 4 m G₁ = 2.66 e = 0.5 Gs 2.71;e= 0.75; S = 50% Groundwater table G₁ = 2.72 e = 0.95 Page 2 of 3 Dry sand Clay; zone of capillary rise Clay Rock
Q-C Refer to the soil profile shown in Fig. Q-c (page 2). Calculate and plot o, u and o' with depth.
Transcribed Image Text:Q-C Refer to the soil profile shown in Fig. Q-c (page 2). Calculate and plot o, u and o' with depth.
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