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Hydraulics “CE Board Exam May 2005″

March 9th, 2010 admin Leave a comment Go to comments

A cohesionless soil has a friction angle of 30° and deviator stress of failure of 400 kPa.


1) Find the angle that the failure plane makes with the major principal plane.

2) Find the confining pressure.

3) Find shear stress at the point on the failure plane.


Solution:


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