A numerical model for the cyclic deterioration of railway tracks

By A. S. Suiker, R. de Borst. 2003

206 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/5dd3edb75197be809c359fdcf4f2e7787582d2c3

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. S. Lobo-guerrero
2. Buddhima Indraratna
3. S. Nimbalkar
4. L. Vallejo

In Civil and Structural Engineering

1. S. Nimbalkar
2. S. Lobo-guerrero
3. J. Carter
4. Buddhima Indraratna
5. L. Vallejo
6. N. Reboul
7. E. Vincens
8. B. Cambou

In Mechanical Engineering

1. S. Nimbalkar
2. S. Lobo-guerrero
3. J. Carter
4. Buddhima Indraratna
5. L. Vallejo

Citations in the corpus

• Experimental evidence of a unique flow rule of non-cohesive soils under high-cyclic loading (2006, unknown): “Regrettably, only few models [1, 15, 18] incorporate such kind of flow rule.”
• Discrete Element Method Analysis of Railtrack Ballast Degradation during Cyclic Loading (2006, methodology): “Thus, it is important to explore other alternatives such as numerical modeling as implemented by Suiker and de Borst [ 24 ], Lim and McDowell [13], and this study.”
• Application of fractional calculus in modelling ballast deformation under cyclic loading (2017, methodology): “675 [12] Suiker ASJ, de Borst R.”