The shear strength of a normally consolidated clay can be given by theequation (tau)f=(sigma prime)tan(21). The results of a consolidated-undrained test on theclay areChamber confining pressure 5 225 kN/m2Deviator stress at failure 5 112 kN/m2Determine:a. The consolidated-undrained (total stress) friction angleb. Pore water pressure developed in the specimen at failure 12.19 The shear strength of a normally consolidated clay can be given by theequation 7, = o' tan 21°. The results of a consolidated-undrained test on theclay areChamber confining pressure 225 kN/m?Deviator stress at failure 112 kN/m²Determine:a. The consolidated-undrained (total stress) friction angleb. Pore water pressure developed in the specimen at failure

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Answered: The shear strength of a normally…

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter12: Shear Strength Of Soil

Section: Chapter Questions

Problem 12.19P

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The shear strength of a normally consolidated clay can be given by the
equation (tau)f=(sigma prime)tan(21). The results of a consolidated-undrained test on the
clay are
Chamber confining pressure 5 225 kN/m2
Deviator stress at failure 5 112 kN/m2
Determine:
a. The consolidated-undrained (total stress) friction angle
b. Pore water pressure developed in the specimen at failure

12.19 The shear strength of a normally consolidated clay can be given by the
equation 7, = o' tan 21°. The results of a consolidated-undrained test on the
clay are
Chamber confining pressure 225 kN/m?
Deviator stress at failure 112 kN/m²
Determine:
a. The consolidated-undrained (total stress) friction angle
b. Pore water pressure developed in the specimen at failure

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