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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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
9. For a given sandy soil the maximum and minimum void ratios are 0.72 and 0.46, respectively. If Gs =
2.68 and w = 11%, what is the moist unit weight of compaction (kN/m3) in the field if Dr = 82%?
10. In a construction project, the field moist unit weight was 18.08 kN/m3 at a moisture content of 8%.
If maximum and minimum dry unit weight determined in the laboratory were 16.93 kN/m3 and 14.46
kN/m3, respectively, what was the field relative density?
Transcribed Image Text: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 9. For a given sandy soil the maximum and minimum void ratios are 0.72 and 0.46, respectively. If Gs = 2.68 and w = 11%, what is the moist unit weight of compaction (kN/m3) in the field if Dr = 82%? 10. In a construction project, the field moist unit weight was 18.08 kN/m3 at a moisture content of 8%. If maximum and minimum dry unit weight determined in the laboratory were 16.93 kN/m3 and 14.46 kN/m3, respectively, what was the field relative density?
1. Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation.
The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5 x 10³ kN. If the
oven-dried weight was 37.85 x 10-³ kN, and Gs = 2.69, calculate the following:
a. Moist unit weight
b. Field moisture content
c. Dry unit weight
d. Void ratio
e. Degree of saturation
2. When the moisture content of a soil is 26%, the degree of saturation is 72%, and the moist unit weight
is 16.98 kN/m3. Determine:
a. Specific gravity of soil solids
b. Void ratio
c. Saturated unit weight
3. For a given soil, the following are known: Gs = 2.74, moist unit weight is 20.6 kN/m3, and moisture
content is 16.6%. Determine:
a. Dry unit weight
b. Void ratio
c. Porosity
d. Degree of saturation
4. Refer to Problem 3. Determine the weight of water, in kN, to be added per cubic meter (m³) of soil
for
a. 90% degree of saturation
b. 100% degree of saturation
5. For a moist soil, given the following: V = 7.08 x 10³ m³; W = 136.8 x 10-³ kN;
W = 9.8%; Gs = 2.66. Determine:
a. Dry unit weight
b. Void ratio
c. Volume occupied by water
Transcribed Image Text:1. Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5 x 10³ kN. If the oven-dried weight was 37.85 x 10-³ kN, and Gs = 2.69, calculate the following: a. Moist unit weight b. Field moisture content c. Dry unit weight d. Void ratio e. Degree of saturation 2. When the moisture content of a soil is 26%, the degree of saturation is 72%, and the moist unit weight is 16.98 kN/m3. Determine: a. Specific gravity of soil solids b. Void ratio c. Saturated unit weight 3. For a given soil, the following are known: Gs = 2.74, moist unit weight is 20.6 kN/m3, and moisture content is 16.6%. Determine: a. Dry unit weight b. Void ratio c. Porosity d. Degree of saturation 4. Refer to Problem 3. Determine the weight of water, in kN, to be added per cubic meter (m³) of soil for a. 90% degree of saturation b. 100% degree of saturation 5. For a moist soil, given the following: V = 7.08 x 10³ m³; W = 136.8 x 10-³ kN; W = 9.8%; Gs = 2.66. Determine: a. Dry unit weight b. Void ratio c. Volume occupied by water
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