Chapter
Jun 20, 2012
Investigating the Critical State Using Laboratory Ring Shear Tests
Authors: Abouzar Sadrekarimi, Ph.D. [email protected], and Scott M. Olson [email protected]Author Affiliations
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
The critical state is the state at which a mass of soil is sheared at a constant volume, constant effective stress, and constant shear stress. This state is reached at an undrained or constant volume condition and at large strains at which all potential net particle reorientation and crushing are complete. Triaxial compression tests are most commonly used to assess critical state conditions; however, as a result of the limited displacement of the device, triaxial testing may not reach a true critical state. In contrast, the ring shear test allows very large shear displacements where all net particle reorientation and crushing are complete. At the large displacements achieved in the ring shear, particle damage and grain crushing can lead to contractive behavior in initially dense materials. These effects result in critical state conditions that can differ significantly between the triaxial and ring shear devices.
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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Compression tests
- Continuum mechanics
- Displacement (mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Laboratory tests
- Materials engineering
- Particles
- Shear stress
- Shear tests
- Soil tests
- Solid mechanics
- Stress (by type)
- Structural analysis
- Structural engineering
- Structural mechanics
- Tests (by type)
- Triaxial tests
Authors
Affiliations
Student, Department of Civil & Environmental Engineering, University of Illinois at Urbana-Champaign, IL 61801. E-mail: [email protected]
Assistant Professor, Department of Civil & Environmental Engineering, University of Illinois at Urbana-Champaign, IL 61801. E-mail: [email protected]
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