A saturated cohesive soil has the following characteristics: Initial Volume = 33.5 cm3 Final Volume = 21.6 cm3 Mass of Wet Soil = 60.0 g Mass of Dry Soil = 41.2 g a) Determine the shrinkage limit for this soil. b) Determine the shrinkage ratio for this soil. c) Determine the specific gravity for this soil. Does this number make sense?
A saturated cohesive soil has the following characteristics: Initial Volume = 33.5 cm3 Final Volume = 21.6 cm3 Mass of Wet Soil = 60.0 g Mass of Dry Soil = 41.2 g a) Determine the shrinkage limit for this soil. b) Determine the shrinkage ratio for this soil. c) Determine the specific gravity for this soil. Does this number make sense?
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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Question
A saturated cohesive soil has the following characteristics:
Initial Volume = 33.5 cm3
Final Volume = 21.6 cm3
Mass of Wet Soil = 60.0 g
Mass of Dry Soil = 41.2 g
a) Determine the shrinkage limit for this soil.
b) Determine the shrinkage ratio for this soil.
c) Determine the specific gravity for this soil. Does this number make sense?
Expert Solution
Step 1
Given:
Initial Volume = 33.5 cm3
Final Volume = 21.6 cm3
Mass of Wet Soil = 60.0 g
Mass of Dry Soil = 41.2 g
Unit Weight of Water =1g/cc
To Find:
a) Determine the shrinkage limit for this soil.
b) Determine the shrinkage ratio for this soil.
c) Determine the specific gravity for this soil. Does this number make sense?
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