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categoryهندسة مدنية schoolبكالوريوس event_available2026-07-13

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9.6 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. 1.0 m 2.0 m x 4.0 m 3.0 m Silty sand E, = 16 MN/m², p = 0.2 FIGURE P9.6 Bedrock

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