Extracted text: Q1: Find the maximum primary consolidation settlement occurred in the soil profile due to wide spread load equal to (50) kPa, if you know that the clay layer has OCR 1.2, and L.L =25% and find the time required to reach 35 mm of consolidation settlement. 150 kN/m² NGS e, = 0.5 G, = 2.64 2.5 m w.L 1.5 m Clay Cy = 1.8m/y y = 16KN/m2 5 m e, = 0.4 Sandy Gravel 3.5 m y = 14KN/m3