Q2-A temporary fill of 200 kN/m² were placed on the surface of the soil shown in figure below. After final consolidation was achieved, the fill removed and a circular footing (5 m) in diameter was constructed at 2 m below the ground surface. Estimate i. Total consolidation settlement due to fill. iTotal consolidation settlement after 85 days of fill application. i. Total heave of the soil surface after of the fill (fill were removed). Total consolidation settlement due to footing when uniform pressure of 100 kN/m² on the footing surface. W.T 4m Sand 5m clay Y sat.-18.5 kN/m³ N.G.S Ysat. 19 kN/m',OCR=1 C-3.533 m2/month e,-0.95, C=0.3, C=0.05 Rock ADVANCED SOIL MECHANICS LECTURES by Dr. Mohammed Sh. M. Al Shakerchy