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Rheology of granular materials composed of crushable particles
Duc-Hanh Nguyen1,2,3, Émilien Azéma4, Philippe Sornay5
1LMGC, Univ. Montpellier, CNRS, Montpellier, France. hanhnd@nuce.edu.vn.
Granular materials with crushable particles exhibit complex breakage patterns during shear. Particle size distribution evolves, leading to shear bands and altered stress-strain behavior, with crushing rate dependent on confining pressure.
Area of Science:
- Physics
- Materials Science
- Geophysics
Background:
- Granular materials exhibit complex behaviors under stress.
- Particle breakage significantly influences bulk material properties.
- Understanding crushable particle dynamics is crucial for various applications.
Purpose of the Study:
- Investigate the effects of particle breakage on sheared granular materials.
- Analyze the evolution of particle size distribution and its impact on material behavior.
- Determine factors controlling crushing rate and shear strength.
Main Methods:
- Contact dynamics simulations.
- Bonded-cell model for particle breakage.
- Biaxial shearing under constant relative cohesion.
Main Results:
- Breakage is inhomogeneous, with some particles shattering and others remaining intact.
- Particle size distribution shifts, showing power-law behavior for intermediate sizes.
- Dense shear bands form, reducing dilatancy and altering stress-strain curves.
- Crushing rate depends on confining pressure; shear strength is linked to contact and force anisotropies.
Conclusions:
- The initial particle size distribution influences the final state, but fragmentation erases memory for intermediate sizes.
- Growing polydispersity due to breakage leads to reduced dilatancy and monotonic stress-strain evolution.
- Shear strength is largely independent of internal cohesion due to compensating effects of force and contact anisotropies.
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