The state plane stress in a mass of dense cohesionless sand (c=0) is described by the following stresses: Normal stress on horizontal plane = 300 kPa Normal stress on vertical plane = 100 kPa Shear stress on horizontal and vertical planes = ± 50 kPa Determine by means of the Mohr circle the magnitude and direction of the principal stresses. Is this state of stress safe against failure assuming φ= 20o?
The state plane stress in a mass of dense cohesionless sand (c=0) is described by the following stresses: Normal stress on horizontal plane = 300 kPa Normal stress on vertical plane = 100 kPa Shear stress on horizontal and vertical planes = ± 50 kPa Determine by means of the Mohr circle the magnitude and direction of the principal stresses. Is this state of stress safe against failure assuming φ= 20o?
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter10: Stresses In A Soil Mass
Section: Chapter Questions
Problem 10.2P
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2.
The state plane stress in a mass of dense cohesionless sand (c=0) is described by the following stresses:
Normal stress on horizontal plane = 300 kPa
Normal stress on vertical plane = 100 kPa
Shear stress on horizontal and vertical planes = ± 50 kPa
Determine by means of the Mohr circle the magnitude and direction of the principal stresses. Is
this state of stress safe against failure assuming φ= 20o?
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