The dry unit weight of soil at zero air voids is equal to 19 kN/m3. The soil has a water content of 12% and degree of saturation of 58%. Compute the following: a.) Specific gravity. b.) Void ratio. c.) Porosity.
The dry unit weight of soil at zero air voids is equal to 19 kN/m3. The soil has a water content of 12% and degree of saturation of 58%. Compute the following: a.) Specific gravity. b.) Void ratio. c.) Porosity.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter3: Weight–volume Relationships
Section: Chapter Questions
Problem 3.18P
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The dry unit weight of soil at zero air voids is equal to 19 kN/m3. The soil has a water content of 12% and degree of saturation of 58%. Compute the following:
a.) Specific gravity.
b.) Void ratio.
c.) Porosity.
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