Question: A 2 m 2 m foundation carrying a 1000 kN column load is placed at 1.0 m below the ground level in a sand

A 2 m × 2 m foundation carrying a 1000 kN column load is placed at 1.0 m below the ground level in a sand where γ = 19 kN/m³ and (N₁)₆₀ = 25. Estimate the settlement using the Berardi and Lancellotta method (1991) (Section 9.7). Assume µs = 0.15.

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