Example: Vertical Stresses due to Self Weight of Soil Mass A soil profile is shown in Figure 9.3. Calculate the total stress, pore water pressure, and effective stress at points A, B, and C. Dry sand Yay-16.5 kN/m 6m Groundwater table Saturated sand Yu-19.25 kN/m 13m O Dry sand Saturated sand Clay Figure 9.3 Soil profile

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