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For the loaded area shown in figure below: 1- Draw the distribution of total, effective, and pore water pressures through the soil. 2- Find the normal pressure at point A due to external pressure. 1m m |" 3 m 3m 5 m 3m 1m, Point load 6m Plane Point A 1 m 3 m so0 kN 50 kN/m length Profile 20 kN/m s0 kN/m =18.9 kN m e=0.565 D1c=10 mm Gs-2.65 2m Sandy soil. factor c-0.283 cm ZWT Capillàry Zone 1.5 a Silty clay soil Yat =20 kN.m 2 m Clayey soil Vsat.-18.5 kN/n Peint A

For the loaded area shown in figure below: 1- Draw the distribution of total, effective, and pore water pressures through the soil. 2- Find the normal pressure at point A due to external pressure. 1m m |" 3 m 3m 5 m 3m 1m, Point load 6m Plane Point A 1 m 3 m so0 kN 50 kN/m length Profile 20 kN/m s0 kN/m =18.9 kN m e=0.565 D1c=10 mm Gs-2.65 2m Sandy soil. factor c-0.283 cm ZWT Capillàry Zone 1.5 a Silty clay soil Yat =20 kN.m 2 m Clayey soil Vsat.-18.5 kN/n Peint A

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
Chapter7: Seepage
Section: Chapter Questions
Problem 7.1P
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For the loaded area shown in figure below: 1- Draw the distribution of total, effective, and pore water pressures through the soil. 2- Find the normal pressure at point A due to external pressure. 1m m 3 m 3 m 5m 3m 1 m Point ldad 6 m Plane Point A 1m 3 m s00 kN 50 kN/m length 20 kN/m Profile s0kN/m? V=18.9 kN/m e=0.565 D1=1.0mm 2m Sandy soil Gs-2.65 factor c=0.283 cm ZW.T 1.5 m Silty clay soil Ysat =20 kNm? Capillàry Zone Clayey soil 7sat=18.5 kNAn Peint A
Transcribed Image Text:For the loaded area shown in figure below: 1- Draw the distribution of total, effective, and pore water pressures through the soil. 2- Find the normal pressure at point A due to external pressure. 1m m 3 m 3 m 5m 3m 1 m Point ldad 6 m Plane Point A 1m 3 m s00 kN 50 kN/m length 20 kN/m Profile s0kN/m? V=18.9 kN/m e=0.565 D1=1.0mm 2m Sandy soil Gs-2.65 factor c=0.283 cm ZW.T 1.5 m Silty clay soil Ysat =20 kNm? Capillàry Zone Clayey soil 7sat=18.5 kNAn Peint A
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