the dry  mass is 47.7 kg. The specific gravity of the soil solids is 2.70.  Determine the wet and dry density, , water content, void ratio, and degree of saturation

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 3.10P
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 A soil sample is taken from a small test hole at a construction site. The volume of the 
test hole is determined to be 0.025 m³. The wet mass of the soil is 53.4 kg and the dry 
mass is 47.7 kg. The specific gravity of the soil solids is 2.70. 
Determine the wet and dry density, , water content, void ratio, and degree of saturation 

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