His primary scientific interests are in Mechanics, Granular material, Constitutive equation, Bifurcation and Discrete element method. His Mechanics research is multidisciplinary, incorporating perspectives in Capillary action, Deformation and Rockfall. His Granular material research includes elements of Theoretical physics, Stress and Cauchy stress tensor.
His work on Yield surface as part of general Constitutive equation research is frequently linked to Linearity, bridging the gap between disciplines. His work deals with themes such as Failure mode and effects analysis and Instability, which intersect with Bifurcation. His biological study spans a wide range of topics, including Geotechnical engineering and Particle size.
Félix Darve mainly investigates Mechanics, Granular material, Discrete element method, Instability and Geotechnical engineering. His Mechanics research incorporates elements of Effective stress, Stress, Capillary action and Constitutive equation. Félix Darve combines subjects such as Homogenization, Classical mechanics and Bifurcation with his study of Granular material.
His studies deal with areas such as Solid mechanics, Composite material, Cauchy stress tensor and Granular media as well as Discrete element method. His Instability study incorporates themes from Mathematical analysis, Force chain, Divergence, Buckling and Stress path. His Geotechnical engineering research is multidisciplinary, relying on both Shear and Simple shear.
Félix Darve spends much of his time researching Mechanics, Granular material, Discrete element method, Stress and Effective stress. Félix Darve specializes in Mechanics, namely Instability. His work on Force chain as part of general Granular material research is often related to Micromechanics, thus linking different fields of science.
His research in Discrete element method intersects with topics in Porosity, Failure mode and effects analysis, Composite material and Simulation. The study incorporates disciplines such as Rolling resistance, Monotonic function and Capillary action in addition to Stress. His Geotechnical engineering research includes themes of Finite element method and Constitutive equation.
Mechanics, Discrete element method, Granular material, Stress and Boundary value problem are his primary areas of study. He is studying Two-phase flow, which is a component of Mechanics. Félix Darve has researched Discrete element method in several fields, including Porosity, Coupling, Constitutive equation and Elastic modulus.
His study in the field of Force chain is also linked to topics like Mesoscopic physics, Work and Micromechanics. His studies in Stress integrate themes in fields like Herschel–Bulkley fluid, Cauchy stress tensor, Resultant force and Instability. Félix Darve has included themes like Geotechnical engineering, Applied mathematics and Porous medium in his Finite element method study.
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Numerical simulation of drained triaxial test using 3D discrete element modeling
N. Belheine;N. Belheine;N. Belheine;J.-P. Plassiard;F.-V. Donzé;F. Darve.
Computers and Geotechnics (2009)
Failure in geomaterials: continuous and discrete analyses
Félix Darve;Guillaume Servant;Farid Laouafa;H.D.V. Khoa.
Computer Methods in Applied Mechanics and Engineering (2004)
Instabilities in granular materials and application to landslides
F. Darve;F. Laouafa.
Mechanics of Cohesive-frictional Materials (2000)
On the capillary stress tensor in wet granular materials
L. Scholtès;P.-Y. Hicher;F. Nicot;B. Chareyre.
International Journal for Numerical and Analytical Methods in Geomechanics (2009)
Modelling of slope failure by a material instability mechanism
F. Laouafa;F. Darve.
Computers and Geotechnics (2002)
A multi-scale approach to granular materials
Francois Nicot;Félix Darve.
Mechanics of Materials (2005)
Toward objective rockfall trajectory simulation using a stochastic impact model
Franck Bourrier;Luuk Dorren;François Nicot;Frédéric Berger.
Micromechanics of granular materials with capillary effects
L. Scholtès;B. Chareyre;F. Nicot;F. Darve.
International Journal of Engineering Science (2009)
INCREMENTAL CONSTITUTIVE LAW FOR SANDS AND CLAYS: SIMULATIONS OF MONOTONIC AND CYCLIC TESTS
F. Darve;S. Labanieh.
International Journal for Numerical and Analytical Methods in Geomechanics (1982)
Bifurcation and second-order work in geomaterials
François Nicot;Félix Darve;Huynh Dat Vu Khoa.
International Journal for Numerical and Analytical Methods in Geomechanics (2007)
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