Following are the result of a shrinkage limit test Initial volume of soil in saturated state = 24 cc Final volume of soil in a dry state = 15.9 cc Initial mass in a saturated state = 44 g Final mass in a dry state = 30.1 g a. Determine the dry density of the soil in g/cc b. Determine the void ratio of the soil. c. Determine the shrinkage limit of the soil. d. Determine the shrinkage ratio. e. Determine the specific gravity of the solids.
Following are the result of a shrinkage limit test Initial volume of soil in saturated state = 24 cc Final volume of soil in a dry state = 15.9 cc Initial mass in a saturated state = 44 g Final mass in a dry state = 30.1 g a. Determine the dry density of the soil in g/cc b. Determine the void ratio of the soil. c. Determine the shrinkage limit of the soil. d. Determine the shrinkage ratio. e. Determine the specific gravity of the solids.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Following are the result of a shrinkage limit test
Initial volume of soil in saturated state = 24 cc
Final volume of soil in a dry state = 15.9 cc
Initial mass in a saturated state = 44 g
Final mass in a dry state = 30.1 g
a. Determine the dry density of the soil in
g/cc
b. Determine the void ratio of the soil.
c. Determine the shrinkage limit of the soil.
d. Determine the shrinkage ratio.
e. Determine the specific gravity of the solids.
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