Soil profile consists of 5 meters of sand underlain by 15 meters of clay. The dry and saturated unit weight of both sand and clay are shown above. The water depth is 5 meters below ground surface.
Sand:
γdry (kN/m³): 16.5
γsat (kN/m³): 20
Clay:
γdry (kN/m³): 13.5
γsat (kN/m³): 18.5
Calculate the total stress, porewater pressure, and effective stress at points A, B, and C. Plot in one chart the total stress, porewater pressure, and effective stress from part (a) in horizontal direction versus depth in vertical direction.