Refer to Figure 12.43. Given that B = 1 m, L = 3 m, and Q =
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Refer to Figure 12.43. Given that B = 1 m, L = 3 m, and Q = 110 kN, calculate the primary consolidation settlement of the foundation.
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1.5 m 1.5 m 2.5 m FIGURE 12.43 Load = Q BXL Sand Clay (normally consolidated) y = 15 kN/m³ Groundwater table Ysat = 18 kN/m³ w = 35% G₁=2.7, LL = 38
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