Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 16, Problem 16.2P

A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where γ = 19.0 kN/m3, c′ = 5 kN/m2 and ϕ = 23 ° . The foundation depth is 1.5 m. Determine the factor of safety of this foundation.

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A 1.5 m wide continuous foundation carries a wall load of 375 kN/m on a clayey soil where y = 18 kN/m3, c' = 15 kN/m² and op' = 23°. The foundation depth is 1.8 m. Determine the factor of safety of this foundation using Vesic's method. (Assume that the water table is at a depth of 5 m below the ground level).
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Given: A square foundation (4.5m x 4.5m) is founded at 2.4m in a soil with the following properties: y = 17.6 kN/m³ c'= 32.0 kN/m² and q' = 28° Find: Using a factor of safety of 2.5 against bearing capacity failure and assuming a constant unit weight of the soil, determine the safe bearing capacity (q, in kN/m²) when: a) The water table is level with the foundation base b) Percentage reduction in bearing capacity when the water table rises to 0.5m below G.L.
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