Stress-dilatancy behaviour of fouled ballast: experiments and DEM modelling-Reference-Cited by-同舟云学术

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Stress-dilatancy behaviour of fouled ballast: experiments and DEM modelling

Published:2021-09-19 Issue:4 Volume:23 Page:
ISSN:1434-5021
Container-title:Granular Matter
language:en
Short-container-title:Granular Matter

Author:

Chen Jing,Indraratna Buddhima,Vinod Jayan S.,Ngo Ngoc Trung,Gao Rui,Liu Yangzepeng

Funder

Chinese Government Scholarship

National Natural Science Foundation of China

ARC Industrial Transformation Training Centre, ITTC-Rail

Publisher

Springer Science and Business Media LLC

Subject

General Physics and Astronomy,Mechanics of Materials,General Materials Science

Link

https://link.springer.com/content/pdf/10.1007/s10035-021-01150-1.pdf

Reference47 articles.

1. Indraratna, B., Salim, W., Rujikiatkamjorn, C.: Advanced Rail Geotechnology - Ballasted Track. Routledge, Taylor & Francis Ltd (2011)

2. Selig, E., Waters, J.: Track Geotechnology and Substructure Management. Thomas Telford Publishing, London (1995)

3. Huang, H., Tutumluer, E., Dombrow, W.: Laboratory characterization of fouled railroad ballast behavior. Transp. Res. Record J. Transp. Res. Board 2117(1), 93–101 (2009). https://doi.org/10.3141/2117-12

4. Danesh, A., Palassi, M., Mirghasemi, A.A.: Effect of sand and clay fouling on the shear strength of railway ballast for different ballast gradations. Granular Matter 20(3), 51 (2018). https://doi.org/10.1007/s10035-018-0824-z

5. Tennakoon, N., Indraratna, B.: Behaviour of clay-fouled ballast under cyclic loading. Geotechnique 64(6), 502–506 (2014). https://doi.org/10.1680/geot.13.t.033

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