In a site investigation for a large foundation project it is determined that there is a clay layer with capillary rise of 6.0 m above the groundwater table. What would be the effective stress and the pore pressure at point A located 2m above the groundwater table? Assume clay has Gs-2.70 and moisture content in capillary zone is 10%. Clay Gs=2.7, w=10% 10 m

Principles of Foundation Engineering (MindTap Course List)
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ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.14P
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In a site investigation for a large foundation project it is determined that there is a clay layer with capillary rise of 6.0 m above
the groundwater table. What would be the effective stress and the pore pressure at point A located 2m above the
groundwater table? Assume clay has Gs=2.70 and moisture content in capillary zone is 10%.
Clay
Gs=2.7, w=10%
10 m
A.
2m
Transcribed Image Text:In a site investigation for a large foundation project it is determined that there is a clay layer with capillary rise of 6.0 m above the groundwater table. What would be the effective stress and the pore pressure at point A located 2m above the groundwater table? Assume clay has Gs=2.70 and moisture content in capillary zone is 10%. Clay Gs=2.7, w=10% 10 m A. 2m
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