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 E...

Given From Table 111 F 1 045 ...

A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown in

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 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.