A tri-axial compression test on a cohesive sample of cylindrical in shape, which fails along a plane making an angle of 60 degrees with the horizontal, yields the following effective stress. Compute the angle of internal friction. Compute the cohesion of the soil sample. Compute the shear stress (MN/m^2) at the rupture plane

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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 A tri-axial compression test on a cohesive sample of cylindrical in shape, which fails along a plane making an angle of 60 degrees with the horizontal, yields the following effective stress.

Compute the angle of internal friction.

Compute the cohesion of the soil sample.

Compute the shear stress (MN/m^2) at the rupture plane.

8 MN/m^2
2 MN/m^2
Major principal stress
Minor principal stress
Transcribed Image Text:8 MN/m^2 2 MN/m^2 Major principal stress Minor principal stress
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