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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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