A rectangular foundation in a saturated clay deposit measures 1.5m× 3.0m in plan. The data given: Df =1 8m,cu = 52 kPa and soil unit weight γ =18 9kN/m3. Estimate the ultimate uplift capacity of the foundation.
A rectangular foundation in a saturated clay deposit measures 1.5m× 3.0m in plan. The data given: Df =1 8m,cu = 52 kPa and soil unit weight γ =18 9kN/m3. Estimate the ultimate uplift capacity of the foundation.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 6.6P: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0...
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A rectangular foundation in a saturated clay deposit measures 1.5m× 3.0m in plan. The data given: Df =1 8m,
cu = 52 kPa and soil unit weight γ =18 9kN/m3. Estimate the ultimate uplift capacity of the foundation.
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