On the dependence of the avalanche angle on the granular layer thickness
arXiv:0807.5109 · doi:10.1209/0295-5075/85/24003
Abstract
A layer of sand of thickness h flows down a rough surface if the inclination is larger than some threshold value theta which decreases with h. A tentative microscopic model for the dependence of theta with h is proposed for rigid frictional grains, based on the following hypothesis: (i) a horizontal layer of sand has some coordination z larger than a critical value z_c where mechanical stability is lost (ii) as the tilt angle is increased, the configurations visited present a growing proportion $_s of sliding contacts. Instability with respect to flow occurs when z-z_s=z_c. This criterion leads to a prediction for theta(h) in good agreement with empirical observations.
6 pages, 2 figures
References in corpus (6)
- Jamming at Zero Temperature and Zero Applied Stress: the Epitome of Disorder
- Critical Scaling of Shear Viscosity at the Jamming Transition
- Critical scaling in linear response of frictionless granular packings near jamming
- Internal states of model isotropic granular packings. III. Elastic properties
- Heterogeneous Dynamics, Marginal Stability and Soft Modes in Hard Sphere Glasses
- On the rigidity of a hard sphere glass near random close packing
Cited by in corpus (6)
- Non-local rheology in dense granular flows -- Revisiting the concept of fluidity
- Rheological properties of dense granular flows
- Critical jamming of frictional grains in the generalized isostaticity picture
- Non-local effects reflect the jamming criticality in granular flows of frictionless particles
- Stability of a granular layer on an inclined "fakir plane"
- Local Coulomb versus Global Failure Criterion for Granular Packings