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