Q3/ A rigid shallow foundation shown in Fig.3: 1. Calculate the elastic settlement in mm, (based on Theory of Elasticity) at the center of foundation. 2. If the ground water table rose till the water table touched the bottom of fouundation (e.g. Dw 1.2 m). Estimate the total elastic settlement after the rise of water table. 1.2 m Granular soil 4 na x 2 m. E, (kN/m?) 9. = 100 kN/hn? 1-12,000 H = 3.75 m Fig. 3 2 - Ms = 0.4 + 8,000 :: Rock V: (11) CS Scanned with CamScanner