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A circular footing is resting on a stiff saturated clay with qu = 250 kN/m2. The depth of foundation is 2 m. Verify the diameter of the footing if the column load is 600 kN.
Suppose a factor of safety as 2.5. The bulk unit weight of soil is 20 kN/m3.
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A 30 cm diameter pile penetrates a deposit of soft clay 9 m deep and rests on sand. Compute the skin friction resistance. The clay has unit cohesion of 0.6 kg/cm 2 . Suppose
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