Question: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0 kN/m 3 , c'

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)

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

qu = c'N,FeFcaFeci + qNFqsFqaFqi + >yBN,F,FyaFyi + YBN,F,FydFy %3D cst cd' ci

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