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Sketch the variation in total stress, effective stress, and porewater pressure up to a depth of 6 m below the ground level, given the following data. The water table is 2m below ground level. The dry density of soil is 17.66kN/m3, water content is 12%, specific gravity is 2.65.?
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Sketch the variation in total stress, effective stress, and porewater ...
Calculation of Total Stress, Effective Stress, and Porewater Pressure
Total Stress:
- Total stress at a depth of 6m = γ * depth
- Total stress at 6m depth = 17.66 * 6 = 105.96 kN/m²
Effective Stress:
- Effective stress = Total stress - Porewater pressure
- Porewater pressure at 2m depth = γw * depth = 9.81 * 2 = 19.62 kN/m²
- Effective stress at 2m depth = 105.96 - 19.62 = 86.34 kN/m²
- Effective stress at 6m depth = 105.96 - 0 = 105.96 kN/m²
Porewater Pressure:
- Porewater pressure = γw * depth
- Porewater pressure at 6m depth = 9.81 * 6 = 58.86 kN/m²

Variation in Total Stress, Effective Stress, and Porewater Pressure up to 6m Depth
At 0m depth:
- Total stress = 0
- Effective stress = 0
- Porewater pressure = 0
At 2m depth:
- Total stress = 35.32 kN/m²
- Effective stress = 86.34 kN/m²
- Porewater pressure = 19.62 kN/m²
At 6m depth:
- Total stress = 105.96 kN/m²
- Effective stress = 105.96 kN/m²
- Porewater pressure = 58.86 kN/m²
In summary, as we go deeper into the soil profile:
- Total stress increases linearly with depth
- Effective stress remains constant below the water table
- Porewater pressure increases linearly with depth
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Sketch the variation in total stress, effective stress, and porewater pressure up to a depth of 6 m below the ground level, given the following data. The water table is 2m below ground level. The dry density of soil is 17.66kN/m3, water content is 12%, specific gravity is 2.65.?
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Sketch the variation in total stress, effective stress, and porewater pressure up to a depth of 6 m below the ground level, given the following data. The water table is 2m below ground level. The dry density of soil is 17.66kN/m3, water content is 12%, specific gravity is 2.65.? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Sketch the variation in total stress, effective stress, and porewater pressure up to a depth of 6 m below the ground level, given the following data. The water table is 2m below ground level. The dry density of soil is 17.66kN/m3, water content is 12%, specific gravity is 2.65.? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Sketch the variation in total stress, effective stress, and porewater pressure up to a depth of 6 m below the ground level, given the following data. The water table is 2m below ground level. The dry density of soil is 17.66kN/m3, water content is 12%, specific gravity is 2.65.?.
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