Question: A 2.0 m 4.0 m flexible loaded area shown in Figure P9.6 applies a uniform pressure of 150 kN/m 2 to the underlying silty

A 2.0 m × 4.0 m flexible loaded area shown in Figure P9.6 applies a uniform pressure of 150 kN/m² to the underlying silty sand. Estimate the elastic settlement below the center of the foundation.

Figure P9.6

1.0 m 2.0 m x 4.0 m Silty sand E, = 16 MN/m2, u, = 0.2 3.0 m Bedrock

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