Granular material Instability 74B05 classical linear elasticity Loops Corresponding author Piles Relaxed micromorphic model Moving load Mesostructures Neutral stability Band-gaps Geosynthetic Fiber extraction Multi-physics Discrete element method Interoperability Coarse granular materials Hemp shiv DMN Rockfill materials Dynamic magnification factor Plasticity MODA Finite-sized metastructures 74A60 micromechanical theories Alexiosaivaliotis@insa-lyonfr GEOMAS Ceramics material Incremental response One-dimensional compression Wave propagation Physical modeling Dredged sediments Hybrid asynchronous Rayleigh absorbing layers HA-ALID Anchorage systems KPIs Stiffness Bifurcation Generalized inverse Granular material Mesoscopic scale Humid conditions Subdomain decomposition Critical speed Pull-out test Hysteresis Model selection Reinforced mud bricks Fibre 74M25 micromechanics Brique cuite Palm oil fruit fibers 74J10 bulk waves Cavity Sédiments fluviaux DIC Data Finite-sized meta-structures AMS 2010 subject classification 74A30 nonsimple materials Comportement Mécanique Sediment Micro and macro-scale effects Co-simulation Instability 74J20 wave scattering Material model Discrete element model Grain crushing Business decision Energy dissipation Earth bricks Grain Breakage Delaunay tessellation Compaction Geosynthetics DEM 74J05 linear waves Force chains Material selection 75J15 surface waves Oedometric compression Metadata Fibre optic sensors Palm oil flower fibers Anisotropic metamaterials Pile deformation 74Q15 effective constitutive equations 1 Alexios Aivaliotis Finite-sized metastructures AMS 2010 subject classification 74A30 nonsimple materials Enriched continuum mechanics GSD evolution BPMN Instrumentation Hybrid asynchronous time integration Mechanical characteristics Clusters Composite coats Micro-mechanics Interface Elasto-plastic models Granular materials BDSS Elastoplastic behaviour