In a direct shear test on a specimen of cohesionless sand, the vertical normal stress on the specimen is 260 kN/m2 and the horizontal shear stress at failure is 130 kN/m2. Assuming uniform stress distribution within the failure zone and a straight line failure envelope which goes through the origin, determine by means of the Mohr circle the magnitude and direction of the principal stresses at failure.
In a direct shear test on a specimen of cohesionless sand, the vertical normal stress on the specimen is 260 kN/m2 and the horizontal shear stress at failure is 130 kN/m2. Assuming uniform stress distribution within the failure zone and a straight line failure envelope which goes through the origin, determine by means of the Mohr circle the magnitude and direction of the principal stresses at failure.
Chapter2: Loads On Structures
Section: Chapter Questions
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In a direct shear test on a specimen of cohesionless sand, the vertical normal stress on the specimen is 260 kN/m2 and the horizontal shear stress at failure is 130 kN/m2. Assuming uniform stress distribution within the failure zone and a straight line failure envelope which goes through the origin, determine by means of the Mohr circle the magnitude and direction of the principal stresses at failure.
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