A layer of sand 5 meters deep overlies a thick bed of clay. calculate the vertical, horizontal, effective stresses and pore water pressure on horizontal planes to a depth of 9 meters below the ground surface in the following cases: a. If the water table is at the ground level. b. If the water table is at 2 meters below ground level and the sand above is dry. c. If the water table is at the top of the clay and the sand dry. For Sand: ysat at = 20.9kN / (m ^ 3); vdry = 17.4kN / (m ^ 3) For Clay : ysat t = 17.8kN / (m ^ 3) The coefficient of lateral earth pressure is 0.5.
A layer of sand 5 meters deep overlies a thick bed of clay. calculate the vertical, horizontal, effective stresses and pore water pressure on horizontal planes to a depth of 9 meters below the ground surface in the following cases: a. If the water table is at the ground level. b. If the water table is at 2 meters below ground level and the sand above is dry. c. If the water table is at the top of the clay and the sand dry. For Sand: ysat at = 20.9kN / (m ^ 3); vdry = 17.4kN / (m ^ 3) For Clay : ysat t = 17.8kN / (m ^ 3) The coefficient of lateral earth pressure is 0.5.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.4P
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A layer of sand 5 meters deep overlies a thick bed of clay. calculate the vertical, horizontal, effective stresses and pore water pressure on horizontal planes to a depth of 9 meters below the ground surface in the following cases: a. If the water table is at the ground level. b. If the water table is at 2 meters below ground level and the sand above is dry. c. If the water table is at the top of the clay and the sand dry. For Sand: ysat at = 20.9kN / (m ^ 3); vdry = 17.4kN / (m ^ 3) For Clay : ysat t = 17.8kN / (m ^ 3) The coefficient of lateral earth pressure is 0.5.
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