Question: A 2 m wide continuous foundation carrying a 260 kN/m wall load is placed at a depth of 1.0 m in sand where the unit

A 2 m wide continuous foundation carrying a 260 kN/m wall load is placed at a depth of 1.0 m in sand where the unit weight is 19.0 kN/m3 and (N1)60 is 32. Assuming Poisson’s ratio of 0.15, estimate the settlement of the foundation. Use the procedure outlined in Section 9.7.

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