4G Mil 10:53 797,3 KB/s QI < Tugas 1- A (Penurun... C Mekanika Tanah 2 (B) 2024 Rabu, 14.40-17.10 Problems 11.1 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, Aor, on the foundation. Given: B= 2 m; L-3 m; D,- 1.5 m; H-4 m; E,- 13,500 kN/m; and , = 0.4. Foundation BXL Soil H, Poisson's ratio. E Ag Rock modulus of elasticity H Layer type Loose sand Medium clay Dense sand D Figure 11.43 11.2 Refer to Figure 11.43. A square rigid foundation measuring 1.8 m X 1.8 m in plan is supported by 8 m (H) of layered soil with the following characteristics: Thickness (m) E, (kN/m) Y (KN/m) 0-2 20,680 17.6 2-4.5 7580 18.3 4.5-8 58,600 19.1 Komentar pribadi Q Given that P = 450 kN; D, 1 m; and p, = 0.3 for all layers, estimate the elastic settlement of the foundation. ||| ON 46 = O O 39 Ads 2