Shear Strength In a UU Triaxial compression test on a = 0 soil, failure was observed at a deviatoric stress of 60 kN/m² under a confining stress 50 kN/m2 of the confining stress is increased to 100 kN/m², the deviatoric stress at failure is

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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Shear Strength
In a UU Triaxial compression test on a = 0 soil, failure was observed at a deviatoric stress of 60
kN/m² under a confining stress 50 kN/m2 of the confining stress is increased to 100 kN/m², the
deviatoric stress at failure is
Transcribed Image Text:Shear Strength In a UU Triaxial compression test on a = 0 soil, failure was observed at a deviatoric stress of 60 kN/m² under a confining stress 50 kN/m2 of the confining stress is increased to 100 kN/m², the deviatoric stress at failure is
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