Discrete element modelling of geogrid-reinforced aggregates
By Glenn R. McDowell, O. Harireche, H. Konietzky, S. Brown, Nicholas Thom. 2006
260 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/63feb29d72eabd4e77079ade6c895cf26ea78fda
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Buddhima Indraratna
- Cholachat Rujikiatkamjorn
- N. T. Ngo
- Jayan S. Vinod
- J. Ferellec
- Glenn R. McDowell
- J. Bono
- Jidong Zhao
Citations in the corpus
- Behavior of geogrid-reinforced ballast under various levels of fouling (2011, methodology): “Konietzky (2004) and McDowell et al. (2006) applied the discrete element method to model this action between ballast and geogrid, and they concluded that due to this interlocking, the geogrid provides additional confinement and increases the stiffness of surrounding particles.”
- A method to model realistic particle shape and inertia in DEM (2010, result): “Previous studies using simple agglomerates to represent angular particles in DEM simulations show much less fluctuation [24].”
- Behavior of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation (2014, methodology): “McDowell et al. (2006) also observed similar differences in volumetric strain between DEM and experimental data for tri-axial testing.”