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

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Compaction
Section: Chapter Questions
Problem 5.7P
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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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