In a tri-axial test for a normally consolidated soil, the deviator stress is equal to 700 kPa and the angle of failure plane makes with the major principal plane is equal to 60 degrees. shearing stress at the failure plane = 303.11 kPa determine the normal stress at the failure a. 477 kPa b. 525 kPa c. 493 kPa d. 545 kPa determine the confining pressure. a. 350 kPa b. 385 kPa c. 405 kPa
In a tri-axial test for a normally consolidated soil, the deviator stress is equal to 700 kPa and the angle of failure plane makes with the major principal plane is equal to 60 degrees. shearing stress at the failure plane = 303.11 kPa determine the normal stress at the failure a. 477 kPa b. 525 kPa c. 493 kPa d. 545 kPa determine the confining pressure. a. 350 kPa b. 385 kPa c. 405 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 10.10P
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In a tri-axial test for a normally consolidated soil, the deviator stress is equal to 700 kPa and the angle of failure plane makes with the major principal plane is equal to 60 degrees.
shearing stress at the failure plane = 303.11 kPa
determine the normal stress at the failure
a. 477 kPa
b. 525 kPa
c. 493 kPa
d. 545 kPa
determine the confining pressure.
a. 350 kPa
b. 385 kPa
c. 405 kPa
d. 425 kPa
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