Negative grain-pressures in frictional cohesionless granular media with elongated particles
By subjecting a granular assembly to confining pressure, it is expected that each particle is compressed (positive pressure). This study highlights a situation where some particles find a mechanism to find themselves in tension (negative pressure), while the sample is compressed. This state is achieved by packing elongated rod-shaped particles in a cylindrical box and applying an uniaxial compression. Using discrete element simulations with the code Rockable, able to model sphero-polyhedral shapes, an analysis is conducted to characterize this striking feature at first glance. The particle length are varied to show at which elongation ratio the long range interactions become sufficient to allow for friction to pull the particles, i.e. , make the negative grain-pressures emerge. A relation linking the orientations of negative grain-pressures to the loading direction is presented through statistiscal analyses.
Authors
- Vincent Richefeu (ORCID: https://orcid.org/0000-0002-8897-5499)
- Bilal Al Tfaily (ORCID: https://orcid.org/0000-0001-8613-9094)
- Gaël Combe (ORCID: https://orcid.org/0000-0002-8633-0793)
Institutions
- Institut polytechnique de Grenoble (FR)
- Centre National de la Recherche Scientifique (FR)
- Laboratoire des Écoulements Géophysiques et Industriels (FR)
- Sols, Solides, Structures, Risques (FR)
- Builders École d'ingénieurs (FR)
- Université Grenoble Alpes (FR)
Publication Details
- Journal
- EPJ Web of Conferences
- Published
- 2025-01-01
- DOI
- https://doi.org/10.1051/epjconf/202534004012
- Primary Topic
- Granular flow and fluidized beds
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- Agence Nationale de la Recherche