A tri-axial compression test on a cohesive sample cylindrical in shape yields the following effective stress. Compute the cohesion of the soil sample. Major Principal Stress 8 MN/m? %3D Minor Principal Stress = 2 MN/m2 %3D 0.58 MN/m^2 0.87 MN/m^2 0.29 MN/m^2 1.15 MN/m^2

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A tri-axial compression test on a cohesive sample cylindrical in shape yields the following
effective stress. Compute the cohesion of the soil sample.
Major Principal Stress = 8 MN/m2
Minor Principal Stress = 2 MN/m2
0.58 MN/m^2
0.87 MN/m^2
0.29 MN/m^2
1.15 MN/m^2
Transcribed Image Text:A tri-axial compression test on a cohesive sample cylindrical in shape yields the following effective stress. Compute the cohesion of the soil sample. Major Principal Stress = 8 MN/m2 Minor Principal Stress = 2 MN/m2 0.58 MN/m^2 0.87 MN/m^2 0.29 MN/m^2 1.15 MN/m^2
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