2. A consolidated drained tri-axial was conducted on a normally consolidated clay. The results were as follows. Chamber confining pressure = 150 kPa Deviator stress = 275 kPa Your answer a. * Determine the friction angle b. Compute the angle that the failure plane makes with the major principal stress C. Determine the shear stress at failure in kPa.

2. A consolidated drained tri-axial was conducted on a normally consolidated clay. The results were as follows. Chamber confining pressure = 150 kPa Deviator stress = 275 kPa Your answer a. * Determine the friction angle b. Compute the angle that the failure plane makes with the major principal stress C. Determine the shear stress at failure in kPa.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.22P

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