10-14. The state plane stress in a mass of dense cohesionless sand is described by the following stresses: Normal stress on horizontal plane 370 kPa Normal stress on vertical plane = 200 kPa Shear stress on horizontal and vertical planes = 80 kPa %3D %3D %3D Determine by means of the Mohr circle the magnitude and direc- tion of the principal stresses. Is this state of stress safe against failure? (After A. Casagrande.)

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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10-14. The state plane stress in a mass of dense cohesionless sand is
described by the following stresses:
Normal stress on horizontal plane
Normal stress on vertical plane = 200 kPa
Shear stress on horizontal and vertical planes
370 kPa
80 kPa
%3!
Determine by means of the Mohr circle the magnitude and direc-
tion of the principal stresses. Is this state of stress safe against
failure? (After A. Casagrande.)
Transcribed Image Text:10-14. The state plane stress in a mass of dense cohesionless sand is described by the following stresses: Normal stress on horizontal plane Normal stress on vertical plane = 200 kPa Shear stress on horizontal and vertical planes 370 kPa 80 kPa %3! Determine by means of the Mohr circle the magnitude and direc- tion of the principal stresses. Is this state of stress safe against failure? (After A. Casagrande.)
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