A soil having a void ratio of 0.50 has a specific gravity of 2.70. Compute the effective unit weight of the soil at quicksand condition.

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
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A soil having a void ratio of 0.50 has a specific gravity of 2.70. Compute
the effective unit weight of the soil at quicksand condition.
Transcribed Image Text:A soil having a void ratio of 0.50 has a specific gravity of 2.70. Compute the effective unit weight of the soil at quicksand condition.
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