Q. For a tri-axial shear test conducted on a sand specimen at a confining pressure of 100kN/m² under drained conditions, resulted in a deviator stress ($₁−$3) at failure of 100kN/m². The angle of shearing resistance of the soil would be
Q. For a tri-axial shear test conducted on a sand specimen at a confining pressure of 100kN/m² under drained conditions, resulted in a deviator stress ($₁−$3) at failure of 100kN/m². The angle of shearing resistance of the soil would be
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 10.20P
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![Q.
For a tri-axial shear test conducted on a
sand specimen at a confining pressure
of 100kN/m² under drained conditions,
resulted in a deviator stress (₁-3)
at failure of 100kN/m². The angle of
shearing resistance of the soil would be](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe387ff44-37f4-44d8-a8bb-c5a109eb9875%2F4ab1af96-b66a-4df7-ae3c-f96f9dfd82f7%2Fnyopqz_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q.
For a tri-axial shear test conducted on a
sand specimen at a confining pressure
of 100kN/m² under drained conditions,
resulted in a deviator stress (₁-3)
at failure of 100kN/m². The angle of
shearing resistance of the soil would be
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