A rigid foundation is subjected to a vertical column load, P 355 kN, as shown in Figure 11 43 Estimate the elastic settlement due to the net applied pressure, Icirc Iuml , on the foundation Given B 2 m L 3 m Df 1 5 m H 4 m Es 13,500 kN m2 and Icirc frac14 s 0 4 Foundation BxL Soil Poisson's ratio Es modu us of elasticity

Question: A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown in Figure 11.43. Estimate the elastic settlement due to

A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, Î”Ïƒ, on the foundation. Given: B = 2 m; L = 3 m; Df = 1.5 m; H = 4 m; Es = 13,500 kN/m2; and Î¼s = 0.4.

Foundation BxL Soil Poisson's ratio Es= modu!us of elasticity

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