Q3: A rectangular footing (1.4m x4.2m) was placed at a depth of 1.0m from the natural ground level of fully saturated clayey soil [y, = 21.0., = 0.0, cu = 22.0 kN/m²). The ground water table level was at 0.8m from the natural ground level. The footing was subjected to eccentric load (eg-0.2m). the horizontal and vertical component of the load was 46.2 and 220 kN, respectively. Estimated the maximum bearing capacity of the footing.

Q3: A rectangular footing (1.4m x4.2m) was placed at a depth of 1.0m from the natural ground level of fully saturated clayey soil [y, = 21.0., = 0.0, cu = 22.0 kN/m²). The ground water table level was at 0.8m from the natural ground level. The footing was subjected to eccentric load (eg-0.2m). the horizontal and vertical component of the load was 46.2 and 220 kN, respectively. Estimated the maximum bearing capacity of the footing.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter17: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 17.12P

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