Félix Darve
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View article: Unifying self-organization and evolution principles in material and biological discrete systems
Unifying self-organization and evolution principles in material and biological discrete systems Open
View article: Characterization of plastic limit surface and bifurcation domain of geomaterials
Characterization of plastic limit surface and bifurcation domain of geomaterials Open
Instabilities and failure in ductile non associated materials have been widely investigated during last decades especially in the case of geomaterials. It has been shown experimentally that collapse of some specimens can occur strictly wit…
View article: Fluctuations and failure in granular materials: theory and numerical simulations
Fluctuations and failure in granular materials: theory and numerical simulations Open
View article: Multiscale investigation of bonded granular materials: The H-bond model
Multiscale investigation of bonded granular materials: The H-bond model Open
International audience
View article: Configurational mechanics in granular media
Configurational mechanics in granular media Open
Granular materials belong to the class of complex materials within which rich properties can emerge on large scales despite a simple physics operating on the microscopic scale. Most notable is the dissipative behaviour of such materials ma…
View article: A method to evaluate the capillary stress tensor at failure in unsaturated soils
A method to evaluate the capillary stress tensor at failure in unsaturated soils Open
International audience
View article: Shear banding as a dissipative structure from a thermodynamic viewpoint
Shear banding as a dissipative structure from a thermodynamic viewpoint Open
View article: Shear Banding as a Dissipative Structure from a Thermodynamic Viewpoint
Shear Banding as a Dissipative Structure from a Thermodynamic Viewpoint Open
View article: Bifurcation domain variability and characterization of plastic limit surface of geomaterials
Bifurcation domain variability and characterization of plastic limit surface of geomaterials Open
Instabilities and failure in ductile non associated materials have been widely investigated during last decades especially in the case of geomaterials. It has been experimentally proved that collapse of some sample can occur strictly withi…
View article: Incremental shear strain chain: a mesoscale concept for slip lines in 2D granular materials
Incremental shear strain chain: a mesoscale concept for slip lines in 2D granular materials Open
View article: Hyperelastic or Hypoelastic Granular Circular Chain Instability in a Geometrically Exact Framework
Hyperelastic or Hypoelastic Granular Circular Chain Instability in a Geometrically Exact Framework Open
International audience
View article: Une méthode pour évaluer un tenseur capillaire dans les sols non saturés
Une méthode pour évaluer un tenseur capillaire dans les sols non saturés Open
International audience
View article: Constitutive response predictions of both dense and loose soils with a discrete element model
Constitutive response predictions of both dense and loose soils with a discrete element model Open
View article: Multiscale modelling of granular materials in boundary value problems accounting for mesoscale mechanisms
Multiscale modelling of granular materials in boundary value problems accounting for mesoscale mechanisms Open
View article: A novel multi-scale large deformation approach for modelling of granular collapse
A novel multi-scale large deformation approach for modelling of granular collapse Open
View article: Slip lines versus shear bands: Two competing localization modes
Slip lines versus shear bands: Two competing localization modes Open
View article: Second-order work criterion and divergence criterion: a full equivalence for kinematically constrained systems
Second-order work criterion and divergence criterion: a full equivalence for kinematically constrained systems Open
International audience
View article: Macroscopic softening in granular materials from a mesoscale perspective
Macroscopic softening in granular materials from a mesoscale perspective Open
View article: Discussion on the paper by Y. Liu, C. Wang, G. Gao, P. Wang, Z. Hou, Q. Jiao
Discussion on the paper by Y. Liu, C. Wang, G. Gao, P. Wang, Z. Hou, Q. Jiao Open
The Authors discuss in their paper devoted to  ń ȃinstability conditions and failure mode of a translational landslide ȃÂż a case study, whose main interest lies on its careful long term monitoring.The characteristics of this landslide …
View article: Preferential growth of force network in granular media
Preferential growth of force network in granular media Open
View article: Particle methods in geomechanics
Particle methods in geomechanics Open
International audience
View article: Quantitative prediction of discrete element models on complex loading paths
Quantitative prediction of discrete element models on complex loading paths Open
Summary The ability of discrete element models to describe quantitatively (and not only qualitatively) the constitutive behaviour of a dense sand is assessed in this paper. Two kinds of 3D discrete models are considered. Both consider sphe…
View article: Real-time monitoring and FEMLIP simulation of a rainfall-induced rockslide
Real-time monitoring and FEMLIP simulation of a rainfall-induced rockslide Open
Rockslides are a common and devastating problem affecting mining and other engineering activities all over the world; consequently, there have been many studies into their prediction and prevention. This study focused on a recent rockslide…
View article: Bifurcation Micromechanics in Granular Materials
Bifurcation Micromechanics in Granular Materials Open
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturels
View article: Corrigendum: The European Spallation Source Design (2018 <i>Phys. Scr.</i> <b>93</b> 014001)
Corrigendum: The European Spallation Source Design (2018 <i>Phys. Scr.</i> <b>93</b> 014001) Open
View article: A Massive Open Online Course on Particle Accelerators
A Massive Open Online Course on Particle Accelerators Open
The TIARA (Test Infrastructure and Accelerator Research Area) project funded by the European Union 7th framework programme made a survey of provision of education and training in accelerator science in Europe. This survey highlighted the n…
View article: Coordinate free nonlinear incremental discrete mechanics
Coordinate free nonlinear incremental discrete mechanics Open
In this paper we extend the Kinematic Structural Stability (KISS) issues obtained in the punctual linear case to a full non linear framework. Kinematic Structural Stability (KISS) refers to the stability of conservative or non‐conservative…
View article: A Massive Open Online Course On Particle Accelerators
A Massive Open Online Course On Particle Accelerators Open
The TIARA (Test Infrastructure and Accelerator Research Area) project funded by the European Union 7th framework programme made a survey of provision of education and training in accelerator science in Europe. This survey highlighted the n…
View article: Real-time monitoring and FEMLIP simulation of a rainfall-induced rockslide
Real-time monitoring and FEMLIP simulation of a rainfall-induced rockslide Open
Rockslides are a common and devastating problem affecting mining and other engineering activities all over the world; consequently, there have been many studies into their prediction and prevention. This study focused on a recent rockslide…
View article: Revisiting the existence of an effective stress for wet granular soils with micromechanics
Revisiting the existence of an effective stress for wet granular soils with micromechanics Open
Summary A possible effective stress variable for wet granular materials is numerically investigated based on an adapted discrete element method (DEM) model for an ideal three‐phase system. The DEM simulations consider granular materials ma…