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)
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ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter3: Weight-volume Relationships And Plasticity
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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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