Liste complète des notices publiques
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- Strength properties of a Drucker-Prager porous medium reinforced by rigid particles
- A homogenization approach for assessing the yield strength properties of stone column reinforced soils
- A homogenization approach for evaluating the longitudinal shear stiffness of reinforced soils: column versus cross trench configuration
- Poroelastic analysis of partial freezing in cohesive porous materials
- A modified hybrid Van der Pol/Rayleigh model for the lateral pedestrian force on a periodically moving floor
- Symplectic schemes for highly oscillatory Hamiltonian systems: the homogenization approach beyond the constant frequency case
- Symmetric parareal algorithms for Hamiltonian systems
- Coupled transport and poro-mechanical properties of a heat-treated mortar under confinement
- Modeling of damage in unidirectional ceramic matrix composites and multi-scale experimental validation on third generation SiC/SiC minicomposites
- An original constitutive law for Callovo-Oxfordian argillite, a two-scale double-porosity material
- Modeling the permeability loss of metallic Iron water filtration Systems
- A numerical strategy for coarse-graining two-dimensional atomistic models at finite temperature: the membrane case
- Asymptotic behaviour of green functions of divergence form operators with periodic coefficients
- Improving the sustainability of granular iron/pumice systems for water treatment
- Assessment of digital image correlation measurement accuracy in the ultimate error regime : main results of a collaborative benchmark
- Cylindrical bending of multilayered plates with multi-delamination via a layerwise stress approach
- Testing the suitability of metallic iron for environmental remediation: Discoloration of methylene blue un column studies
- Temperature effects on the swelling pressure and saturated hydraulic conductivity of the compacted GMZ01 bentonite
- Stress analysis of long multilayered plates subjected to invariant loading: Analytical solutions by a layerwise stress model
- Formulation of a nonlinear porosity law for fully saturated porous media at finite strains