A 2 0 m wide square foundation is placed at 0 5 m depth in a saturated clay where c u 40 kN m 2 and 19 0 kN m 3 There is a very stiff stratum present at 1 0 m below the foundation Determine the ultimate bearing capacity using Buismans (1940) equation

Question: A 2.0 m wide square foundation is placed at 0.5 m depth in a saturated clay where c u = 40 kN/m 2 and

A 2.0 m wide square foundation is placed at 0.5 m depth in a saturated clay where c_u = 40 kN/m²and γ = 19.0 kN/m³. There is a very stiff stratum present at 1.0 m below the foundation. Determine the ultimate bearing capacity using Buisman’s (1940) equation.

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