4- Refer to Figure 11.41. Given that B = 1 m. L = 3 m, and Q = 110 kN, calculate the primary consolidation settlement of the foundation. 1.5 m * 1.5 m 2.5 m Figure 11.41 Load- Q BXL Sand Clay (normally consolidated) y-15 kN/m³ Groundwater table Y-18 kN/m w-35% G, 2.7, LL-38