A triaxial test conducted on cohesionless soil gives the following results: Deviator stress at plain = 420 kPa Angle of

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A triaxial test conducted on cohesionless soil gives the following results: Deviator stress at plain = 420 kPa Angle of

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A triaxial test conducted on cohesionless soil gives the
following results: Deviator stress at plain = 420 kPa Angle of
shearing resistance = 31 degrees 1. Determine the confining
pressure. 2. Determine the shear stress at failure plane. 3.
Determine the angle that the failure plane makes with the principal
plane
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