Behavior of geogrid-reinforced ballast under various levels of fouling

By Buddhima Indraratna, N. T. Ngo, Cholachat Rujikiatkamjorn. 2011

195 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/4664ad8b8ea32f7b76e8eb30c465dddba27dcdec

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In Civil and Structural Engineering

1. Buddhima Indraratna
2. Jayan S. Vinod
3. Cholachat Rujikiatkamjorn
4. N. T. Ngo

Citations in the corpus

• Behavior of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation (2014, methodology): “To minimize the boundary effects, slightly smaller ballast with amaximumparticle size (d100) of 40mm was used rather than the d100 of 55–60mmused in typical Australian ballast gradations (Indraratna et al. 2011).”