In the present paper a simulation framework is presented coupling the mechanics of fluids and solids to study the contact erosion phenomenon. The fluid is represented by the Lattice Boltzmann Method (LBM) and the soil particles are modeled using the Discrete Element Method (DEM). The coupling law considers accurately the momentum transfer between both phases. A soil composed of particles of two distinct sizes is simulated by the DEM and then hydraulically loaded with an LBM fluid. It is observed how the hydraulic gradient compromises the stability of the soil by pushing the smaller particles into the voids between the largest ones. The hydraulic gradient is more pronounced in the areas occupied by the smallest particles due to a reduced con...
A fluid-solid interaction model has been implemented by coupling two numerical methods, Computationa...
Increasing hydraulic gradients and associated seepage in a soil foundation accompanied by a reductio...
Internal erosion is a major cause of the failure of hydraulic earthen structures. A particular case ...
When water flows through a graded soil there is always the possibility of erosion of finer particles...
The elementary mechanisms driving the ubiquitous surface erosion of cohesive geomaterials can be ana...
The onset of internal erosion is a particle level phenomenon, and therefore, a numerical model capab...
International audienceA coupled fluid-solid numerical method is presented. The solid phase consists ...
International audienceIn this article, we present a numerical method to deal with fluid-solid intera...
International audienceIn this paper, we present a coupled Discrete Element (DE) and Lattice Boltzman...
International audienceSuffusion, a particular case of internal erosion in soils, is a particle-scale...
International audienceThe physical phenomena related to the erosion of granular materials ...
ISBN 978-1-138-02979-8International audienceInternal erosion in granular soils may involve different...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGEInternational audienceInternal erosion is a major cause o...
The loss of effective stress due to increasing excess pore pressure that results in the upward migra...
Using a recently developed 2D numerical modelling that combines Discrete Element (DEM) and Lattice B...
A fluid-solid interaction model has been implemented by coupling two numerical methods, Computationa...
Increasing hydraulic gradients and associated seepage in a soil foundation accompanied by a reductio...
Internal erosion is a major cause of the failure of hydraulic earthen structures. A particular case ...
When water flows through a graded soil there is always the possibility of erosion of finer particles...
The elementary mechanisms driving the ubiquitous surface erosion of cohesive geomaterials can be ana...
The onset of internal erosion is a particle level phenomenon, and therefore, a numerical model capab...
International audienceA coupled fluid-solid numerical method is presented. The solid phase consists ...
International audienceIn this article, we present a numerical method to deal with fluid-solid intera...
International audienceIn this paper, we present a coupled Discrete Element (DE) and Lattice Boltzman...
International audienceSuffusion, a particular case of internal erosion in soils, is a particle-scale...
International audienceThe physical phenomena related to the erosion of granular materials ...
ISBN 978-1-138-02979-8International audienceInternal erosion in granular soils may involve different...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGEInternational audienceInternal erosion is a major cause o...
The loss of effective stress due to increasing excess pore pressure that results in the upward migra...
Using a recently developed 2D numerical modelling that combines Discrete Element (DEM) and Lattice B...
A fluid-solid interaction model has been implemented by coupling two numerical methods, Computationa...
Increasing hydraulic gradients and associated seepage in a soil foundation accompanied by a reductio...
Internal erosion is a major cause of the failure of hydraulic earthen structures. A particular case ...