mil has a compression index of 0.25. It's void ratio at a stress of 10 kN/m2 is 0 kN/m2, then the change in void ratio (upto three decimal places) will be
mil has a compression index of 0.25. It's void ratio at a stress of 10 kN/m2 is 0 kN/m2, then the change in void ratio (upto three decimal places) will be
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.12P
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Transcribed Image Text:A saturated soil has a compression index of 0.25. It's void ratio at a stress of 10 kN/m2 is 1.82. If stress is
increased to 20 kN/m2, then the change in void ratio (upto three decimal places) will be
---.
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