12.17 The shear strength of a normally consolidated clay can be given by the equation T; = o' tan 27°. Following are the results of a consolidated-undrained test on the clay. • Chamber-confining pressure = 150 kN/m² • Deviator stress at failure = 120 kN/m? a. Determine the consolidated-undrained friction angle Roro wotor doualon iman ot foilura

12.17 The shear strength of a normally consolidated clay can be given by the equation T; = o' tan 27°. Following are the results of a consolidated-undrained test on the clay. • Chamber-confining pressure = 150 kN/m² • Deviator stress at failure = 120 kN/m? a. Determine the consolidated-undrained friction angle Roro wotor doualon iman ot foilura

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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