Situation 1 A sample of soil weighing 2.62 kN is removed from a test pit. 1.39 kN of water will just fill the pit. A sample of the soil weighing 112.4 grams is dried in the oven and its weight after drying is 103.6 grams. Assume the specific gravity of the solids is 2.67. Maximum attainable unit weight of the soil is 18.47 kN/m^3 and minimum attainable unit weight is 16.35 kN/m^3. a. Determine the wet unit weight of soil Hint: Volume of the soil sample - volume of the water that will: just fill the pit b. Determine the dry unit weight of the soil, c. Determine the relative density of the soil sample
Situation 1 A sample of soil weighing 2.62 kN is removed from a test pit. 1.39 kN of water will just fill the pit. A sample of the soil weighing 112.4 grams is dried in the oven and its weight after drying is 103.6 grams. Assume the specific gravity of the solids is 2.67. Maximum attainable unit weight of the soil is 18.47 kN/m^3 and minimum attainable unit weight is 16.35 kN/m^3. a. Determine the wet unit weight of soil Hint: Volume of the soil sample - volume of the water that will: just fill the pit b. Determine the dry unit weight of the soil, c. Determine the relative density of the soil sample
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 5.2P
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