Geosynthetics International · 2012 · 52 citations · 18 references
EngineeringCivil EngineeringGeological EngineeringGeotechnical EngineeringMechanical Behavior Of MaterialsRock MechanicsContact AnalysisGeomechanicsParticle MethodsSolid Mechanics ApplicationsBallast DesignDiscrete Element ModelingGeogrid ReinforcementGeogridsGrain Shape EffectsInterlocking SystemsShapeSolid Mechanics With Particles
ABSTRACT: The interaction between geogrid and ballast is investigated using the discrete-element method (DEM). The DEM used can take into account the real shape of ballast stones. The paper shows that it is possible to reproduce the mechanical behaviour of real geogrids by bonding an array of spheres with bonds that can transmit forces and moments. Pullout test simulations using both spheres and realistic shapes (‘clumps') for the ballast material are used to determine the influence of the shape of ballast stones on the ballast–geogrid interlock. The paper shows that better interlocking between geogrid and ballast is achieved with realistic particles and highlights the importance of modelling accurately the shape of the particles.
18
A discrete numerical model for granular assemblies
Peter Cundall, Otto D. L. Strack · Géotechnique · 1979 · 16.9K citations
Engineering, Materials Engineering, Mechanical Engineering +16
Large scale industrial DEM modelling
Paul W. Cleary · Engineering Computations · 2004 · 346 citations
Engineering, Industrial Engineering, Mechanical Engineering +16