A sample of undistubed fine sand 0.09 cubic foot, 10 lbs dry weight with specific gravity of 2.6 was tested at the density of 0.40 and maximum density with void ratio of 0.90. Solve the relative density of the undisturbed sample
A sample of undistubed fine sand 0.09 cubic foot, 10 lbs dry weight with specific gravity of 2.6 was tested at the density of 0.40 and maximum density with void ratio of 0.90. Solve the relative density of the undisturbed sample
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 5.13P
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A sample of undistubed fine sand 0.09 cubic foot, 10 lbs dry weight with specific gravity of 2.6 was tested at the density of 0.40 and maximum density with void ratio of 0.90. Solve the relative density of the undisturbed sample.
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