Consider the soil profile shown in the figure subjected to the uniformly distributed load Ao on the ground surface. Given: Ao = 45 kN/ m² , Hz = 1.4 m , H2 = 2.8 m , H3 = 4.9 m Sand: Ydry = 17.6 kN/ m³; Y sat = 19.3 KN/m³ 1 Clay : Ysat = 18.7 kN/m³; LL = 46%; e = 0.71; C, =C. Estimate the primary consolidation settlement of the clay if: *. the clay is normally consolidated. . the preconsolidation pressure is o'.= 100 kN/ m² . the preconsolidation pressure is o.= 130 kN/ m²

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