An undisturbed sample of fine sand is tested in the laboratory and found to have a dry mass of 4.63 kg, a total volume of 0.00198 m³ and a specific gravity of 2.70. Other laboratory tests are performed to determine the maximum and minimum density of the sand. At the maximum density, it is determined that the void ratio is
An undisturbed sample of fine sand is tested in the laboratory and found to have a dry mass of 4.63 kg, a total volume of 0.00198 m³ and a specific gravity of 2.70. Other laboratory tests are performed to determine the maximum and minimum density of the sand. At the maximum density, it is determined that the void ratio is
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.5P
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Question
An undisturbed sample of fine sand is tested in
the laboratory and found to have a dry mass of 4.63 kg, a total volume of
0.00198 m³
and a specific gravity of 2.70. Other laboratory tests are performed to
determine the maximum and minimum density of the sand. At the maximum density,
it is determined that the void ratio is 0.35 at the minimum density, the void
ratio is 0.95.
A. Compute the void ratio of the sand.
B. Compute the relative density of the undisturbed
sample.
C. Compute the dry density in Mg/m³.
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