Classical depth-integrated smoothed particle hydrodynamics (SPH) models for avalanches are extended in the present work to include a μ(I)− rheological model enriched with a fragmentation law. With this improvement, the basal friction becomes grain distribution dependent. Rock avalanches, where grain distribution tends to change with time while propagating, are the appropriate type of landslide to apply the new numerical proposal. The μ(I)− rheological models considered in the present work are those of Hatano and Gray, combined with two different fragmentation laws, a hyperbolic and a fractal-based law. As an application, Frank avalanche, which took place in Canada in 1903, is analyzed under the scope of the present approach, focusing in the...
The thesis contains a study on the apparent low friction in the motion of rock avalanches. A literat...
This paper focuses on physical and numerical modelisations of flowing avalanches. The first part of ...
A continuum dynamical hydraulic model for the flow of a finite mass of cohesionless shallow granular...
Classical depth-integrated smoothed particle hydrodynamics (SPH) models for avalanches are extended ...
Frank avalanche, which took place in Canada in 1903, is analyzed to understand the mechanisms involv...
Frank avalanche, which took place in Canada in 1903, is analyzed to understand the mechanisms involv...
Rock avalanches present high velocities of propagation, and large volume of materials that generate ...
This paper presents an overview of depth averaged modelling of fast catastrophic landslides where co...
International audienceWe present a 2-D Contact Dynamics discrete element model for simulating initia...
We will summarize theoretical approaches used to describe the motion of an avalanching mass down a s...
Background: Rock avalanches are flow-like landslides that can travel at extremely r...
International audienceThe main goal of these notes is to present several depth-averaged models with ...
Numerical simulation can provide a useful tool for investigating the dynamics of phenomena like rock...
A large-scale avalanche of Earth material is modeled here as a granular flow using a distinct elemen...
International audienceThe present works aims to show two approaches for the numerical modelling of w...
The thesis contains a study on the apparent low friction in the motion of rock avalanches. A literat...
This paper focuses on physical and numerical modelisations of flowing avalanches. The first part of ...
A continuum dynamical hydraulic model for the flow of a finite mass of cohesionless shallow granular...
Classical depth-integrated smoothed particle hydrodynamics (SPH) models for avalanches are extended ...
Frank avalanche, which took place in Canada in 1903, is analyzed to understand the mechanisms involv...
Frank avalanche, which took place in Canada in 1903, is analyzed to understand the mechanisms involv...
Rock avalanches present high velocities of propagation, and large volume of materials that generate ...
This paper presents an overview of depth averaged modelling of fast catastrophic landslides where co...
International audienceWe present a 2-D Contact Dynamics discrete element model for simulating initia...
We will summarize theoretical approaches used to describe the motion of an avalanching mass down a s...
Background: Rock avalanches are flow-like landslides that can travel at extremely r...
International audienceThe main goal of these notes is to present several depth-averaged models with ...
Numerical simulation can provide a useful tool for investigating the dynamics of phenomena like rock...
A large-scale avalanche of Earth material is modeled here as a granular flow using a distinct elemen...
International audienceThe present works aims to show two approaches for the numerical modelling of w...
The thesis contains a study on the apparent low friction in the motion of rock avalanches. A literat...
This paper focuses on physical and numerical modelisations of flowing avalanches. The first part of ...
A continuum dynamical hydraulic model for the flow of a finite mass of cohesionless shallow granular...