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In this tutorial, the soil profile consists of a 7-meter sand layer and a 3-meter clay layer. A surcharge of 75 kN/m^2 is applied at the ground surface, and the pre-consolidation stress of the clay is 125 kN/m^2. The settlement of the clay layer due to primary consolidation is to be determined using the compression index. Dry sand has a unit weight of 16 kN/m^3, while submerged sand has a unit weight of 18 kN/m^3. The groundwater table is located 2 meters below the ground surface.