Extracted text: 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, Ao, on the foundation. Given: B = 2 m; L = 3 m; D; = 1.5 m; H = 4 m; E : 13,500 kN/m²; and u, = 0.4.
Extracted text: Foundation B× L Df Ao Soil Hs Poisson's ratio E, modulus of elasticity : H Rock IL||