6. For a given soil, density = 2180 kg/m3 and n = 0.3. Determine: a. Void ratio b. Specific gravity of soil solids 7. The moisture content of a soil sample is 17% and the dry unit weight is 16.51 kN/m3. If Gs 2.69, what is the degree of saturation? 8. The degree of saturation of a soil is 55% and the moist unit weight is 16.66 kN/m3. When the moist unit weight increased to 17.92 kN/m3, the degree of saturation increased to 82.2%. Determine: a. Gs b. Void ratio
6. For a given soil, density = 2180 kg/m3 and n = 0.3. Determine: a. Void ratio b. Specific gravity of soil solids 7. The moisture content of a soil sample is 17% and the dry unit weight is 16.51 kN/m3. If Gs 2.69, what is the degree of saturation? 8. The degree of saturation of a soil is 55% and the moist unit weight is 16.66 kN/m3. When the moist unit weight increased to 17.92 kN/m3, the degree of saturation increased to 82.2%. Determine: a. Gs b. Void ratio
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Compaction
Section: Chapter Questions
Problem 5.15P
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