Problem 2 For a given soil, the following are known, G, = 2.70, moist unit weight is 20.3067kN/m³, and the moisture content of 15%. Determine the: 1. Dry unit weight (in kN/m³). 2. Saturated unit weight unit weight (in kN/m³). 3. Effective unit weight (y') of the soil sample (in kN/m³). 1 Void Patio

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
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Problem 2
For a given soil, the following are known, G = 2.70, moist unit weight is 20.3067kN/m³, and the
moisture content of 15%. Determine the:
1. Dry unit weight (in kN/m³).
2. Saturated unit weight unit weight (in kN/m³).
3.
Effective unit weight (y') of the soil sample (in kN/m³).
4. Void Ratio
5.
Porosity (in %).
6. Degree of saturation (in %).
7.
Determine the volume of water in liters to be added per cubic meter of soil for a 100% degree of
saturation.
If the sample has weight of 50g, determine the:
8. Weight of the solid
9. Weight of the water
10. Weight of the air
11. Volume of solid
12. Volume of water
13. Volume of air
Transcribed Image Text:Problem 2 For a given soil, the following are known, G = 2.70, moist unit weight is 20.3067kN/m³, and the moisture content of 15%. Determine the: 1. Dry unit weight (in kN/m³). 2. Saturated unit weight unit weight (in kN/m³). 3. Effective unit weight (y') of the soil sample (in kN/m³). 4. Void Ratio 5. Porosity (in %). 6. Degree of saturation (in %). 7. Determine the volume of water in liters to be added per cubic meter of soil for a 100% degree of saturation. If the sample has weight of 50g, determine the: 8. Weight of the solid 9. Weight of the water 10. Weight of the air 11. Volume of solid 12. Volume of water 13. Volume of air
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4. Void Ratio
5. Porosity (in %).
6. Degree of saturation (in %).
7.
Determine the volume of water in liters to be added per cubic meter of soil for a 100% degree of
saturation.
Transcribed Image Text:4. Void Ratio 5. Porosity (in %). 6. Degree of saturation (in %). 7. Determine the volume of water in liters to be added per cubic meter of soil for a 100% degree of saturation.
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