Question: A 2 . 0 m x 2 . 0 m foundation carrying a 1 0 0 0 kN column load is placed at 1 .

A 2.0 m x 2.0 m foundation carrying a 1000 kN column load is placed at 1.0 m below the ground level in
a sand where, =19 kN/m3
and (N1)60=25. Estimate the settlement using the Berardi and Lancellotta
method (1991). Assume, s =0.15.

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