The role of compressional dynamics in setting the scale-dependent rheology of granular flows: Application to the emergence of thin layer stability
Christopher Harper, Josef Dufek, and Eric C.P. Breard

TL;DR
This paper reveals that relaxing the infinite stiffness assumption in granular rheology models captures scale-dependent effects and explains the emergence of thin layer stability through particle compression mechanisms.
Contribution
It introduces a modified modeling approach incorporating particle compression in series, explaining non-local rheological effects and thin layer stability in granular flows.
Findings
Particle compression in series influences effective friction.
Modified models replicate thin layer stability phenomena.
Relaxing infinite stiffness assumptions captures scale-dependent effects.
Abstract
One great challenge of modeling granular systems lies in capturing the rheologic dependencies on scale. For example, there are marked differences between quasi-static, intermediate, and rapid flow regimes. In this study, we demonstrate that assumptions for infinite stiffness of rigid particles, an assumption upon which the state-of the-art (-rheology) modeling approaches are constructed, must be relaxed in order to recover the physical mechanisms behind many scale-dependent and non-local rheological effects. Any relaxation of the infinite stiffness assumption allows for particles to compress in series, whereby the number of simultaneously compressed particles controls the extent to which end-member particles experience a modified coefficient of effective friction, analogous to reduced stiffness for springs in series. To demonstrate the importance of such a mechanism in setting…
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Taxonomy
TopicsGranular flow and fluidized beds · Landslides and related hazards · Geotechnical and Geomechanical Engineering
