Granular slumping on a horizontal surface
By E. Lajeunesse, J. Monnier, George Homsy. 2005
349 citations recorded by the source corpus.
Subfields: Biomedical Engineering, Computational Mechanics, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/010456120b0f08b8c903998e460741ee29a7c0ea
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Biomedical Engineering
- Neil J. Balmforth
- Olivier Pouliquen
- D. Roddeman
- Rich R. Kerswell
- Anne Mangeney
- Giovanni Battista Crosta
- Yoël Forterre
- Olivier Roche
In Computational Mechanics
- Pierre-Yves Lagrée
- Olivier Roche
- L. Staron
- Anne Mangeney
- Stéphane Popinet
- Neil J. Balmforth
- Olivier Pouliquen
- Rich R. Kerswell
In Management, Monitoring, Policy and Law
- Olivier Roche
- Pierre-Yves Lagrée
- Anne Mangeney
- L. Staron
- Stéphane Popinet
- Neil J. Balmforth
- Olivier Pouliquen
- Rich R. Kerswell
Citations in the corpus
- Flows of Dense Granular Media (2008, background): “…is sometimes sufficient to capture the main flow characteristics and has been used to describe granular slumping (Balmforth & Kerswell 2005, Lajeunesse et al. 2005, Mangeney-Castelnau et al. 2005), rapid flows down smooth inclines (Greve et al. 1994, Wieland et al. 1999), and shock waves…”
- Fundamental changes of granular flow dynamics, deposition, and erosion processes at high slope angles: Insights from laboratory experiments (2014, methodology): “Experimental results of rectangular [ Balmforth and Kerswell , 2005; Lajeunesse et al. , 2005; Lube et al. , 2005] and axisymmetric [ Lajeunesse et al. , 2004; Lube et al. , 2004] column collapse on a horizontal plane reveal that the ratio r f ∕ r 0 increases linearly with the column aspect ratio a…”
- Granular collapse in two dimensions (2005, background): “Kerswell model. The current article focuses on the laboratory experiments and comparison; Kerswell (2005) describes in more detail the solution of the theoretical model.”
- The granular column collapse as a continuum: validity of a two-dimensional Navier–Stokes model with a μ(I)-rheology (2011, background): “Lube et al. (2005) found for sand, rice and sugar, λ1 ≃ 1.”
- Numerical modeling of 2‐D granular step collapse on erodible and nonerodible surface (2009, methodology): “Normalized runout length (DL/Lini) is linked to the aspect ratio, a, by a linear relationship for small a values (a < 3 [Lajeunesse et al., 2005] and a < 2.”