Numerical modeling of 2‐D granular step collapse on erodible and nonerodible surface
By Giovanni Battista Crosta, S. Imposimato, D. Roddeman. 2009
153 citations recorded by the source corpus.
Subfields: Computational Mechanics, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/ded5c1f114bd0274af6b826f53b1901c26404614
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Computational Mechanics
- Olivier Roche
- Anne Mangeney
- Juan Carlos Cante
- C. Dávalos
- Ha H. Bui
- François Bouchut
- J. A. Hernández
- Cuong Tan Nguyen
In Management, Monitoring, Policy and Law
- Olivier Roche
- Anne Mangeney
- Ha H. Bui
- François Bouchut
- Cuong Tan Nguyen
- Ioan R. Ionescu
- Ryoichi Fukagawa
- Giang D. Nguyen
Citations in the corpus
- Viscoplastic modeling of granular column collapse with pressure-dependent rheology (2015, methodology): “Note that our boundary conditions at the bottom are different from previous studies of continuum viscoplastic simulations of granular collapse that imposed a no-slip condition [17,27], corresponding to the limit lC !1.”
- On the numerical modeling of granular material flows via the Particle Finite Element Method (PFEM) (2015, background): “These 9 particularities make granular materials an interesting topic where many proposals have been devel10 oped to clarify and understand their behavior and influence in industrial processes and nature [3].”
- A new SPH-based approach to simulation of granular flows using viscous damping and stress regularisation (2017, methodology): “On the other hand, particle-based continuum approaches such as the material point method (MPM) (Kumar et al. 2013; Carter et al. 2014), the particle finite element method (PFEM) (Zhang et al. 2014) and the smoothed particle hydrodynamic (SPH) method (Bui et al. 2008a; Nguyen et al. 2013) offer bette”