A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil

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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' = 5.0 kN/m², and ϕ' = 238. The foundation depth is 1.5 m. Determine the factor of safety of this foundation using Eq. (6.28).

Eq. (6.28)

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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Question Posted: Aug 12, 2020 02:32 AM

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A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil

Question:

qu = c'N,FeFcaFeci + qN„FqsFqaFqi + >yBN,F,„FyaFyi + ŻYBN,F,FydFy %3D cst cd' ci

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Given Data Wall load on foundation 350KNm Width of foundation20m Depth of foundation15...View the full answer

Principles Of Foundation Engineering

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