2. The porosity of a soil sample is 35% and the specific gravity of its particles is 2.70. Calculate its void ratio, dry unit weight, saturated unit weight, and the submerged 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 porosity of a soil sample is 35% and the specific gravity of its particles is 2.70.
Calculate its void ratio, dry unit weight, saturated unit weight, and the submerged unit
weight.
Transcribed Image Text:2. The porosity of a soil sample is 35% and the specific gravity of its particles is 2.70. Calculate its void ratio, dry unit weight, saturated unit weight, and the submerged unit weight.
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