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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

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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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