Influence of relative density on granular materials behavior: DEM simulations of triaxial tests

By C. Salot, P. Gotteland, P. Villard. 2009

222 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Computational Mechanics, Management, Monitoring, Policy and Law

View Paper: https://www.semanticscholar.org/paper/1c87760593c6a494960a8c3d2cc9cc8bd163c4b8

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

1. C. Vrettos
2. Peter Wriggers
3. Klaus Dressler
4. Peter Eberhard
5. M. Obermayr
6. Christian Wellmann

In Computational Mechanics

1. Peter Wriggers
2. Christian Wellmann
3. Dominik Schillinger
4. Roger Andrew Sauer
5. Martin Ruess
6. Enzo Marino
7. Callum J. Corbett

In Management, Monitoring, Policy and Law

1. C. Vrettos
2. Klaus Dressler
3. Peter Eberhard
4. M. Obermayr

Citations in the corpus

• A novel three-dimensional contact model for granulates incorporating rolling and twisting resistances (2015, unknown): “To address this deficiency, non-disc/non-sphere grains have been modeled as particle agglomerates [12,15–24], polygonal/ polyhedral particles [18,25–32], pill-like particles [33], and ellipsoids [34–36].”
• A bonded-particle model for cemented sand (2013, background): “Others replace the latex membrane by servo controlled rigid walls [41,44,51].”
• A two-scale model of granular materials (2012, background): “Indeed, simulations using simple non-convex particles like glued spheres [21] reveal a considerable increase in shear strength compared to simple spheres.”