Subdomain decomposition Enriched continuum mechanics Co-simulation Neutral stability 75J15 surface waves Granular material Instability BPMN Macro-Élément Génie civil Corresponding author Material model Energy dissipation Data Sediment Discrete element model Granular material Finite-sized meta-structures AMS 2010 subject classification 74A30 nonsimple materials Earth bricks Multi-physics Delaunay tessellation Hemp shiv Elasto-plastic models Wave propagation Hybrid asynchronous Rayleigh absorbing layers HA-ALID Band-gaps Anchorage systems GEOMAS Mesostructures Ceramics material Grain Breakage Coarse granular materials Plasticity Geosynthetic 74J10 bulk waves Reinforcement Micro and macro-scale effects DIC Compaction Instrumentation Modélisation par éléments finis - FEM Clusters Cavity Business decision Brique cuite Civil engineering Geosynthetics FEM - Finite Element Modelling 74A60 micromechanical theories 74B05 classical linear elasticity 74Q15 effective constitutive equations 1 Alexios Aivaliotis Moving load Finite-sized metastructures Granular materials Fondation éolienne Composite coats Grain crushing Elastoplastic behaviour Interface Cycling Fibre Incremental response Alexiosaivaliotis@insa-lyonfr Dynamic magnification factor Critical speed Comportement Mécanique Inclusion rigide verticale Stiffness Sédiments fluviaux Dredged sediments Micro-mechanics Fibre optic sensors MODA Loops Hybrid asynchronous time integration Anisotropic metamaterials Interoperability Discrete element method Mesoscopic scale 74J05 linear waves DMN Force chains Instability Experiment KPIs Material selection Humid conditions Generalized inverse 74J20 wave scattering Bifurcation Metadata Finite-sized metastructures AMS 2010 subject classification 74A30 nonsimple materials GSD evolution Hysteresis Model selection Eoliennes terrestres BDSS Mechanical characteristics 74M25 micromechanics Macro-Element DEM