What would be the weight of soil solids in 1 m³ of a dry soil whose void ratio e=1.0? If this soil is saturated what would be its unit weight given that its void ratio remains the same (e=1.0)?
What would be the weight of soil solids in 1 m³ of a dry soil whose void ratio e=1.0? If this soil is saturated what would be its unit weight given that its void ratio remains the same (e=1.0)?
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter3: Weight–volume Relationships
Section: Chapter Questions
Problem 3.18P
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Assume gw= 10 kN/m3 or 62.5 pcf and Gs=2.7 unless stated otherwise for all the problems in this test.
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