Discrete element modelling of the resilient behaviour of unbound granular aggregates
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- Type
- article
- Published
- 2008-10-29
- Cited by
- 52
- References
- 19
- OpenAlex
- https://openalex.org/W1969990794
- Semantic Scholar
- https://api.semanticscholar.org/CorpusID:137515574
Keywords
Discrete element method, Granular material, Aggregate (composite), Extended discrete element method, Micromechanics
References
- FACTORS INFLUENCING THE RESILIENT RESPONSE OF GRANULAR MATERIALS
- Discrete element modeling with dilated particles
- Triaxial Test Simulations with Discrete Element Method and Hydrostatic Boundaries
- Shear strength of assemblies of ellipsoidal particles
- A physically based approach to granular media mechanics: grain-scale experiments, initial results and implications to numerical modeling
- A discrete numerical model for granular assemblies
- DISCRETE-ELEMENT METHOD INVESTIGATION OF THE RESILIENT BEHAVIOR OF GRANULAR MATERIALS
- A three-dimensional discrete element model using arrays of ellipsoids
- Contact mechanics
- Three dimensional particle based modelling of frictional behaviour in shear zones
Cited by
- Quantifying Moisture Effects in DCP and LWD Tests Using Unsaturated Mechanics
- A Complex Network Analysis of Granular Fabric Evolution in Three-Dimensions
- 3D KINEMATIC AND STRENGTH BEHAVIOR OF GRANULAR MATERIALS AT THE PARTICLE-LEVEL
- Micromechanics of vortices in granular media: connection to shear bands and implications for continuum modelling of failure in geomaterials
- Contact Mechanics of Naturally Occurring Grains: Experiments and Discrete Element Modeling
- Discrete Element Modeling of the Resilient Behavior of Subgrade Sandy Soils
- 3D analysis of kinematic behavior of granular materials in triaxial testing using DEM with flexible membrane boundary
- Unified Mechanistic Approach for Modeling Tests of Unbound Pavement Materials
- Normal and sliding contact experiments on gneiss
- Laboratory observations of frictional sliding of individual contacts in geologic materials
- Discrete element method simulations of Mars Exploration Rover wheel performance
- Mechanistic modelling of tests of unbound granular materials
- Review on advances in modeling and simulation of stone-based paving materials
- Simulation of Permanent Deformation of Unbound Granular Materials Under Repeated Loading by DEM
- Characterization of Stress-Dependent Resilient Modulus of Subgrade Sandy Soils by Two-Dimensional Discrete Element Method
- Polyhedra faster than spheres
- A poly‐ellipsoid particle for non‐spherical discrete element method
- Discrete element modeling of a Mars Exploration Rover wheel in granular material
- Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading
- Discrete Element Modeling of a Rover Wheel in Granular Material Under the Influence of Earth, Mars, and Lunar Gravity
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