sample of dry, cohesionless soil has an angle of internal friction of 30º. If the minor principal stress is 160 KPa, at what values of normal stress is the sample likely to fail?

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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A sample of dry, cohesionless soil has an angle of internal friction of 30º. If the minor principal stress is 160 KPa, at what values of normal stress is the sample likely to fail?

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