Janssen effect and the stability of quasi 2-D sandpiles
arXiv:1007.0616 · doi:10.1103/PhysRevE.82.031302
Abstract
We present the results of three dimensional molecular dynamics study of global normal stresses in quasi two dimensional sandpiles formed by pouring mono dispersed cohesionless spherical grains into a vertical granular Hele-Shaw cell. We observe Janssen effect which is the phenomenon of pressure saturation at the bottom of the container. Simulation of cells with different thicknesses shows that the Janssen coefficient is a function of the cell thickness. Dependence of global normal stresses as well as on the friction coefficients between the grains () and with walls () are also studied. The results show that in the range of our simulations usually increases with wall-grain friction coefficient. Meanwhile by increasing while the other system parameters are fixed, we witness a gradual increase in to a parameter dependent maximal value.
References in corpus (6)
- Experiments on Corn Pressure in Silo Cells -- Translation and Comment of Janssen's Paper from 1895
- Confined granular packings: structure, stress, and forces
- Force indeterminacy in the jammed state of hard disks
- Wall effects on granular heap stability
- Elastic medium confined in a column versus the Janssen experiment
- The angle of repose of spherical grains in granular Hele-Shaw cells: A molecular dynamics study