Situation 6 - A consolidated drained triaxial test is conducted on a normally consolidated soil with chamber confining pressure of 150 kPa. If the deviator stress at failure is 220 kPa, determine the following: 28. Calculate the angle of friction of the soil. A. 28.32° C. 24.56° B. 25.87° D. 25.03° 29. Calculate the shear stress at failure plane in kPa. A. 124.36 C. 112.75 B. 105.68 101 WD. 99.67 9d joss 30. Calculate the normal stress at failure plane in kPa. A. 213.5 2 () ТВЯЛО А Я С. 224.7 ИЛО Uoy B. 232.6 D. 249.9

Situation 6 - A consolidated drained triaxial test is conducted on a normally consolidated soil with chamber confining pressure of 150 kPa. If the deviator stress at failure is 220 kPa, determine the following: 28. Calculate the angle of friction of the soil. A. 28.32° C. 24.56° B. 25.87° D. 25.03° 29. Calculate the shear stress at failure plane in kPa. A. 124.36 C. 112.75 B. 105.68 101 WD. 99.67 9d joss 30. Calculate the normal stress at failure plane in kPa. A. 213.5 2 () ТВЯЛО А Я С. 224.7 ИЛО Uoy B. 232.6 D. 249.9

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter17: Subsoil Exploration

Section: Chapter Questions

Problem 17.14P

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