Refer to Figure 5.2. A square foundation measuring 1.5 m x 1.5 m is supported by a saturated clay layer of limited depth underlain by a rock layer. Given that Df = 1 m, H = 0.7 m, cu = 115 kN/m2, and γ = 18.5 kN/m3, estimate the ultimate bearing capacity of the foundation. Вq = yD;HFigure 5.2 Failure surface under a rough, continuous foundation with a rigid, rough baselocated at a shallow depth

Given DF=1 m Cu=115 kN/m2 width of footing,B=1.5 m γsoil =18.5kN/m3 since the soil is undrained…

Answered: В q = yD; H Figure 5.2 Failure surface…

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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Refer to Figure 5.2. A square foundation measuring 1.5 m x 1.5 m is supported by a saturated clay layer of limited depth underlain by a rock layer. Given that D_f = 1 m, H = 0.7 m, c_u = 115 kN/m², and γ = 18.5 kN/m³, estimate the ultimate bearing capacity of the foundation.

В
q = yD;
H
Figure 5.2 Failure surface under a rough, continuous foundation with a rigid, rough base
located at a shallow depth

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