A 2.0 m X 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. 9.6
subject : Geotechnical Design
Book : PRINCIPLE OF FOUNDATION ENGINEERING
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A 2.0 m X 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. 9.6
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