Refer to Figure 11.43. A square rigid foundation measuring 1.8 m = 1.8 m in plan is
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Given that P = 450 kN; Df = 1 m; and μs = 0.3 for all layers, estimate the elastic settlement of the foundation.
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Layer type Loose sand Medium clay Dense sand (KN/m3 17.6 18.3 19.1 Thickness (m) 0-2 E, KN/ 20,680 7580 58,600 2 4.5 4.5-8 Foundation Soil 01 L, Poisson's ratio E modulus of elasticity
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