Problem A mold having a volume of 0.12ft was filled with moist soil. The weight of the soil in the mold was found to be 12.0lb. The soil was oven dried and the weight after drying was 10.50lb. The specific gravity of solid was known to be 2.70. 1. Determine the water content. b. 14.3% 12.5% C. 38.6% d. 24.0% а. 2. Find the void ratio. а. 0.605 b. 0.925 C. 0.481 d. 0.377 3. Find the porosity. a. 0.605 b. 0.925 с. 0.481 d. 0.377 4. Find the degree of saturation. b. 100% 5. Find the total unit weight (Ib/ft³) b. 105 6. Find the dry unit weight (Ib/ft³) b. 105 a. 14.3% C. 63.8% d. 41.7% a. 120 C. 100 d. 87.5 а. 120 C. 100 d. 87.5
Problem A mold having a volume of 0.12ft was filled with moist soil. The weight of the soil in the mold was found to be 12.0lb. The soil was oven dried and the weight after drying was 10.50lb. The specific gravity of solid was known to be 2.70. 1. Determine the water content. b. 14.3% 12.5% C. 38.6% d. 24.0% а. 2. Find the void ratio. а. 0.605 b. 0.925 C. 0.481 d. 0.377 3. Find the porosity. a. 0.605 b. 0.925 с. 0.481 d. 0.377 4. Find the degree of saturation. b. 100% 5. Find the total unit weight (Ib/ft³) b. 105 6. Find the dry unit weight (Ib/ft³) b. 105 a. 14.3% C. 63.8% d. 41.7% a. 120 C. 100 d. 87.5 а. 120 C. 100 d. 87.5
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter6: Soil Compaction
Section: Chapter Questions
Problem 6.9P
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