Plz, solve this problem as detail.
Geotechnical Engineering-1
Extracted text: 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-16.5kN/m 6m Groundwater table Saturated sand Yu-19.25 kN/m 13 m O Dry sand | Saturated sand Clay Figure 9.3 Soil profile