R. E. Wahl
2009
A researcher in the Science corpus: 1 paper; trusts 3 researchers and is trusted by 0 researchers here, as inferred from the citation graph.
Whom R. E. Wahl trusts overall
Their strongest outbound trust, strongest first, inferred from their citations.
Papers from R. E. Wahl's perspective
Ordered by how strongly the researchers R. E. Wahl trusts endorse each paper. Same corpus, a different order for every researcher.
- Incorporating rolling resistance and contact anisotropy in micromechanical models of granular media
- The importance of modelling ballast particle shape in the discrete element method
- Discrete element modeling with dilated particles
- Frictional collapse of granular assemblies
- State of the Art. I: Resilient Response of Unbound Aggregates
- A novel discrete model for granular material incorporating rolling resistance
- Representation of real particles for DEM simulation using X-ray tomography
- MICROSCOPIC PARTICLE CRUSHING OF SAND SUBJECTED TO HIGH PRESSURE ONE-DIMENSIONAL COMPRESSION
- Material Flow Analyses of Noncircular-Shaped Granular Media Using Discrete Element Methods
- ONE-DIMENSIONAL COMPRESSION BEHAVIOUR OF UNIFORMLY GRADED SAND RELATED TO SINGLE PARTICLE CRUSHING STRENGTH
Their papers
- A poly‐ellipsoid particle for non‐spherical discrete element method (2009) — 95 citations