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Profile is shown in the figure A zone of capillary rise of 3.0m is on the sand layer overlaying clay. In this zone, the average degree of saturation is 70% 4m 3.0m 3.5m Dry Sand Capillary Zone CLAY Ground surface Ya 17.39KN/m³ = e=0.5 Gs=2.71 mn Ground Water Table e=0.95 Gs=2.75 syss a.) Compute for the effective stress right below B. b.) Compute the effective stress of C c.) Compute the effective stress of D d.) Compute the pore pressure at Point C

Profile is shown in the figure A zone of capillary rise of 3.0m is on the sand layer overlaying clay. In this zone, the average degree of saturation is 70% 4m 3.0m 3.5m Dry Sand Capillary Zone CLAY Ground surface Ya 17.39KN/m³ = e=0.5 Gs=2.71 mn Ground Water Table e=0.95 Gs=2.75 syss a.) Compute for the effective stress right below B. b.) Compute the effective stress of C c.) Compute the effective stress of D d.) Compute the pore pressure at Point C

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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Subject: Geotechnical engineering- Soil Mechanics 

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Profile is shown in the figure A zone of capillary rise of 3.0m is on the sand layer overlaying clay. In this zone, the average degree of saturation is 70% 4m 3.0m 3.5m Dry Sand Capillary Zone CLAY Ground surface Ya 17.39KN/m³ = e=0.5 Gs=2.71 mn Ground Water Table e=0.95 Gs=2.75 syss a.) Compute for the effective stress right below B. b.) Compute the effective stress of C c.) Compute the effective stress of D d.) Compute the pore pressure at Point C
Transcribed Image Text:Profile is shown in the figure A zone of capillary rise of 3.0m is on the sand layer overlaying clay. In this zone, the average degree of saturation is 70% 4m 3.0m 3.5m Dry Sand Capillary Zone CLAY Ground surface Ya 17.39KN/m³ = e=0.5 Gs=2.71 mn Ground Water Table e=0.95 Gs=2.75 syss a.) Compute for the effective stress right below B. b.) Compute the effective stress of C c.) Compute the effective stress of D d.) Compute the pore pressure at Point C
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