A triaxial test conducted on cohesionless soil gives the following results: Deviator stress at plain = 420 kPa Angle of
Posted: Sat Feb 19, 2022 3:14 pm
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
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