Cyclic loading of railway ballast under triaxial conditions and in a railway test facility

By B. Aursudkij, Glenn R. McDowell, Andrew Collop. 2009

184 citations recorded by the source corpus.

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

View Paper: https://www.semanticscholar.org/paper/95d991af0bcf7135ac13dbf39d7e207e4e4c703a

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. Buddhima Indraratna
2. Jayan S. Vinod
3. Cholachat Rujikiatkamjorn
4. N. T. Ngo
5. S. Nimbalkar
6. J. Carter

In Mechanical Engineering

1. S. Nimbalkar
2. Buddhima Indraratna
3. Jayan S. Vinod
4. J. Carter

In Mechanics of Materials

1. Buddhima Indraratna

Citations in the corpus

• Application of fractional calculus in modelling ballast deformation under cyclic loading (2017, methodology): “Similar 243 observations can be found in [32].”
• Behavior of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation (2014, background): “in the past (e.g., Indraratna and Salim 2002; Suiker et al. 2005; Anderson and Fair 2008; Aursudkij et al. 2009; Huang et al. 2009a; Indraratna et al. 2009, 2010b; Tutumluer et al. 2007, 2008).”
• Dependence of shape on particle size for a crushed rock railway ballast (2013, background): “[1], [2], [3]), but is expensive to build and run and tests can be challenging and time-consuming.”