What is the dry unit weight of a clay soil when the void ratio of a sample thereof is 0.50, the degree of saturation is 70%, and the specific gravity of the soil grains is 2.7? Take the value of 7 be 9.81 kN/m³?

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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What is the dry unit weight of a clay soil when the void ratio of a sample thereof is 0.50, the degree
of saturation is 70%, and the specific gravity of the soil grains is 2.7? Take the value of 7 be 9.81
kN/m³2
Transcribed Image Text:What is the dry unit weight of a clay soil when the void ratio of a sample thereof is 0.50, the degree of saturation is 70%, and the specific gravity of the soil grains is 2.7? Take the value of 7 be 9.81 kN/m³2
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