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A soil profile consists of a sand layer underlain by a clay layen as shown. If the degree of saturation of the sand above water table was 50%. Saturated and dry unit weight of sand are 21.2 kN/m^3 and 18.22 kN/m^3 respectively. The saturated unit weight of clay is 18 kN/m3. 2m GWL Sand 2 m 1.5 m Clay 2 m 1) Determine the total stress at point C. 2) Determine the effective stress at point C. 3) Determine the effective stress at point B.

A soil profile consists of a sand layer underlain by a clay layen as shown. If the degree of saturation of the sand above water table was 50%. Saturated and dry unit weight of sand are 21.2 kN/m^3 and 18.22 kN/m^3 respectively. The saturated unit weight of clay is 18 kN/m3. 2m GWL Sand 2 m 1.5 m Clay 2 m 1) Determine the total stress at point C. 2) Determine the effective stress at point C. 3) Determine the effective stress at point B.

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.20CTP
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A soil profile consists of a sand layer underlain by a clay layer as shown. If the degree of saturation of the sand above water table was 50%. Saturated and dry unit weight of sand are 21.2 kN/m^3 and 18.22 kN/m^3 respectively. The saturated unit weight of clay is 18 kN/m3. 2m GWL Sand 2 m 1.5 m Clay 2 m 1) Determine the total stress at point C. 2) Determine the effective stress at point C. 3) Determine the effective stress at point B.
Transcribed Image Text:A soil profile consists of a sand layer underlain by a clay layer as shown. If the degree of saturation of the sand above water table was 50%. Saturated and dry unit weight of sand are 21.2 kN/m^3 and 18.22 kN/m^3 respectively. The saturated unit weight of clay is 18 kN/m3. 2m GWL Sand 2 m 1.5 m Clay 2 m 1) Determine the total stress at point C. 2) Determine the effective stress at point C. 3) Determine the effective stress at point B.
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