Calculate the vertical ultimate load

Reference no: EM131138773

The centroid of a square foundation of sides 5 m is located 10 m away from the edge of a vertical cut of depth4 m. The soil is a stiff-clay whose undrained strength is 20 kPa and whose unit weight is 16 kN/m³. Calculate the vertical ultimate load. Assume a circular failure surface for the footing and a planar surface for the cut.

Reference no: EM131138773

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