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

Structural Analysis
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Chapter2: Loads On Structures
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Geotechnical Engineering-1

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
Transcribed Image 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
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