2. Calculate the immediate settlement expected beneath the center of the flexible footing (2.5m x 5.0m) rested on a sand deposit shown in the figure. The Poisson's ratio of the soil is 0.30 : 1.5...
2. Calculate the immediate settlement expected beneath the center of the flexible footing (2.5m x 5.0m) rested on a sand deposit shown in the figure. The Poisson's ratio of the soil is 0.30 : 1.5 m 4 195 kN/m2 E,(kN/m2) E,- 6000 2.5 m 2 Sand E, 12,000 E, 10.000 Depth (m)
2. Calculate the immediate settlement expected beneath the center of the flexible footing (2.5m x 5.0m) rested on a sand deposit shown in the figure. The Poisson's ratio of the soil is 0.30 : 1.5 m 4 195 kN/m2 E,(kN/m2) E,- 6000 2.5 m 2 Sand E, 12,000 E, 10.000 Depth (m)