Discrete Element Method Analysis of Railtrack Ballast Degradation during Cyclic Loading

By S. Lobo-guerrero, L. Vallejo. 2006

258 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/654f4eec51842c44174af1b528c9719248f45f31

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. Yin‐Fu Jin
2. C. Dano
3. Zhen-Yu Yin
4. Buddhima Indraratna
5. Jayan S. Vinod
6. P. Hicher
7. Cholachat Rujikiatkamjorn
8. N. T. Ngo

In Mechanical Engineering

1. Buddhima Indraratna
2. Jayan S. Vinod
3. P. Hicher
4. N. Reboul
5. E. Vincens
6. B. Cambou

In Mechanics of Materials

1. Zhen-Yu Yin
2. P. Hicher
3. Buddhima Indraratna
4. N. Reboul
5. E. Vincens
6. B. Cambou
7. Yin‐Fu Jin
8. C. Dano

Citations in the corpus

• Behavior of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation (2014, background): “…now model the more insightful micro-mechanical behaviour of granular materials that cannot be examined experimentally (e.g. Sitharam and Vinod 2005; Lobo-Guerrero and Vallejo 2006; Lu and McDowell 2006; Hossain et al. 2007; Sitharam and Vinod 2008; Sitharam and Vinod 2009; Huang et al. 2009b;…”
• Modeling Mechanical Behavior of Very Coarse Granular Materials (2017, background): “, in Mode I), which gives nd 1⁄4 3 (Lobo-Guerrero and Vallejo 2006).”
• A computational procedure to assess the distribution of constriction sizes for an assembly of spheres (2010, methodology): “7-value is commonly used (Lobo-Guerrero and Vallejo [27], Deluzarche [28]) because it is related to a friction angle around 35 and leads to the maximum void ratio for the sample, in agree-”