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.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.13P
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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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