The void ratio of a saturated soil is 0.58 and it’s specific gravity is 2.70. a. Compute the moisture content. b. Compute the saturated unit weight. c. Compute the dry unit weight.
The void ratio of a saturated soil is 0.58 and it’s specific gravity is 2.70. a. Compute the moisture content. b. Compute the saturated unit weight. c. Compute the 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
Chapter3: Weight-volume Relationships And Plasticity
Section: Chapter Questions
Problem 3.5P
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2. The void ratio of a saturated soil is 0.58 and it’s specific gravity is 2.70.
a. Compute the moisture content.
b. Compute the saturated unit weight.
c. Compute the dry unit weight.
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