For the soil profile shown, find the vertical effective stress σ′ at point X.
Effective stress in soil worksheet with answers
1.Easy
z = 3 mzw = 0 mγw = 9.81 kN/m³sand: γsat = 20 kN/m³
σ′ = kPa
2.Easy
For the soil profile shown, find the pore water pressure u at point X.
z = 2 mzw = 0 mγw = 9.81 kN/m³sand: γsat = 19 kN/m³
u = kPa
3.Medium
For the soil profile shown, find the total vertical stress σ at point X.
z = 5 mzw = 3 mγw = 9.81 kN/m³sand: γd = 15 kN/m³sand: γsat = 19.5 kN/m³
σ = kPa
4.Medium
For the soil profile shown, find the pore water pressure u at point X.
z = 9 mzw = 4 mγw = 9.81 kN/m³sand: γd = 16.5 kN/m³sand: γsat = 19.5 kN/m³
u = kPa
5.Hard
For the soil profile shown, find the total vertical stress σ at point X.
z = 8.5 mzw = 1 mγw = 9.81 kN/m³sand: γd = 15.5 kN/m³sand: γsat = 20 kN/m³clay: γsat = 17.5 kN/m³
σ = kPa
6.Hard
For the soil profile shown, find the pore water pressure u at point X.
z = 7 mzw = 1 mγw = 9.81 kN/m³sand: γd = 17 kN/m³sand: γsat = 20.5 kN/m³clay: γsat = 18.5 kN/m³
u = kPa
Answer key
- 1. σ′ = 30.57 kPa
- 2. u = 19.62 kPa
- 3. σ = 84 kPa
- 4. u = 49.05 kPa
- 5. σ = 156.8 kPa
- 6. u = 58.86 kPa
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