A consolidated drained tri-axial test was conducted on a normally consolidated clay. The results were as follows: 03= 300 kPa (confining pressure) Deviators stress = 300 kPa © Compute the angle of shearing resistance. Compute the angle that the failure plane makes with the major principal. stress. > Compute the shear stress on the failure plane.

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 10.18P
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A consolidated drained tri-axial test was conducted on a normally consolidated
clay. The results were as follows:
03 = 300 kPa (confining pressure)
Deviators stress = 300 kPa
0 Compute the angle of shearing resistance.
Compute the angle that the failure plane makes with the major principal.
stress.
Compute the shear stress on the failure plane.
Transcribed Image Text:A consolidated drained tri-axial test was conducted on a normally consolidated clay. The results were as follows: 03 = 300 kPa (confining pressure) Deviators stress = 300 kPa 0 Compute the angle of shearing resistance. Compute the angle that the failure plane makes with the major principal. stress. Compute the shear stress on the failure plane.
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