sample of soil is compacted into a 9.44×10-4 m3 laboratory mold. The mass of the compacted soil is 1.91 kg and its moisture content is 14.5%. Using a specific gravity of solids of 2.66, compute the degree of saturation, density (kg/m3 ), unit weight (kN/m3 ) and dry unit weight
sample of soil is compacted into a 9.44×10-4 m3 laboratory mold. The mass of the compacted soil is 1.91 kg and its moisture content is 14.5%. Using a specific gravity of solids of 2.66, compute the degree of saturation, density (kg/m3 ), unit weight (kN/m3 ) and dry unit weight
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 sample of soil is compacted into a 9.44×10-4 m3 laboratory mold. The mass of the
compacted soil is 1.91 kg and its moisture content is 14.5%. Using a specific gravity of solids of
2.66, compute the degree of saturation, density (kg/m3
), unit weight (kN/m3
) and dry unit weight
of this compacted soil
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