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