Scaling of granular column collapses on inclined planes
Teng Man, Herbert E. Huppert, Sergio Andres Galindo-Torres

TL;DR
This study introduces a new dimensionless number to describe the run-out behavior of granular columns on inclined planes, supported by DEM simulations and analysis of initial and boundary conditions, linking to natural hazards and industrial processes.
Contribution
It proposes a novel dimensionless parameter for granular column collapse on inclined planes, validated through DEM simulations and comprehensive analysis of influencing factors.
Findings
The new dimensionless number effectively characterizes run-out distances.
Granular collapses on inclined and horizontal planes share similar behaviors.
Initial and boundary conditions significantly influence collapse dynamics.
Abstract
Granular column collapse is a simple but important problem to the granular material community, due to its links to dynamics of natural hazards, such as landslides and pyroclastic flows, and many industrial situations, as well as its potential of analyzing transient and non-local rheology of granular flows. This article proposes a new dimensionless number to describe the run-out behaviour of granular columns on inclined planes based on both previous experimental data and dimensional analysis. With the assistance of the sphero-polyhedral discrete element method (DEM), we simulate inclined granular column collapses with different initial aspect ratios, inter-particle frictions, and initial solid fractions on inclined planes with different inclination angles (2.5 - 20.0) to verify the proposed dimensional analysis. Detailed analyses are further provided for better…
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Taxonomy
TopicsLandslides and related hazards · Granular flow and fluidized beds · Fluid Dynamics Simulations and Interactions
