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/m