Revisiting the role of friction coefficients in granular collapses: confrontation of 3-D non-smooth simulations with experiments
Gauthier Rousseau, Thibaut M\'etivet, Hugo Rousseau, Gilles Daviet,, Florence Bertails-Descoubes

TL;DR
This study combines 3D non-smooth numerical simulations with experiments to analyze granular collapses, emphasizing the importance of using the avalanche friction angle over the stop angle for accurate modeling.
Contribution
It demonstrates that a constant friction coefficient set to the avalanche angle accurately reproduces experimental granular collapses without regularization, challenging previous assumptions.
Findings
Non-smooth 3D model accurately matches experiments.
Using the avalanche angle improves collapse predictions.
Scaling laws hold up to aspect ratios of 10.
Abstract
In this paper, transient granular flows are examined both numerically and experimentally. Simulations are performed using the continuous 3D granular model introduced in Daviet & Bertails-Descoubes (2016), which represents the granular medium as an inelastic and dilatable continuum subject to the Drucker-Prager yield criterion in the dense regime. One notable feature of this numerical model is to resolve such a non-smooth rheology without any regularisation. We show that this non-smooth model, which relies on a constant friction coefficient, is able to reproduce with high fidelity various experimental granular collapses over inclined erodible beds, provided the friction coefficient is set to the avalanche angle - and not to the stop angle, as generally done. In order to better characterise the range of validity of the fully plastic rheology in the context of transient frictional flows,…
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Taxonomy
TopicsLandslides and related hazards · Granular flow and fluidized beds · earthquake and tectonic studies
