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 isincreased to 20 kN/m2, then the change in void ratio (upto three decimal places) will be---.

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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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Pressure and Stress

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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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