An over-consolidated clay has shear strength parameters of C3D10 kPa, f=25 degrees, a consolidated drained (CD) triaxial test was conducted on this clay with O2=400 kPa, calculate the deviatoric stress at failure, (01 – 03)f, for this test? (Unit: - kPa)

An over-consolidated clay has shear strength parameters of C3D10 kPa, f=25 degrees, a consolidated drained (CD) triaxial test was conducted on this clay with O2=400 kPa, calculate the deviatoric stress at failure, (01 – 03)f, for this test? (Unit: - 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 10.9P

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Question 11
An over-consolidated clay has shear strength parameters of c=D10 kPa, f=25 degrees,
a consolidated drained (CD) triaxial test was conducted on this clay with O2=400
kPa, calculate the deviatoric stress at failure, (oi – 03)f, for this test? (Unit:
kPa)
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