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 19 kN m 3 and (N 1 ) 60 25 Estimate the settlement using the Berardi and Lancellotta method (1991) (Section 9 7) Assume s 0 15 ...

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A 2 m 2 m foundation carrying a 1000 kN column load is placed at 1.0

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 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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