The following data were obtained from a triaxial test on a cohesive soil: Maximum shearing stress at failure plane = 65kPa Angle of friction = 28 deg Cohesion = 31kPa Determine the plunger stress in kPa. Determine the minimum confining pressure, in kPa
The following data were obtained from a triaxial test on a cohesive soil: Maximum shearing stress at failure plane = 65kPa Angle of friction = 28 deg Cohesion = 31kPa Determine the plunger stress in kPa. Determine the minimum confining pressure, in kPa
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.10P
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The following data were obtained from a triaxial test on a cohesive soil:
Maximum shearing stress at failure plane = 65kPa
Angle of friction = 28 deg
Cohesion = 31kPa
Determine the plunger stress in kPa.
Determine the minimum confining pressure, in kPa
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