Lateral resistance of ballasted tracks for various shapes of sleepers based on limit equilibrium methods-Reference-Cited by-同舟云学术

Lateral resistance of ballasted tracks for various shapes of sleepers based on limit equilibrium methods

Published:2016 Issue:46 Volume:2 Page:1632-1635
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Ichikawa Takuma¹,Hayano Kimitoshi¹,Nakamura Takahisa²,Momoya Yoshitsugu²

Affiliation:

1. Yokohama National University

2. Railway Technical Research Institute

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Link

https://www.jstage.jst.go.jp/article/jgssp/2/46/2_TC202-04/_pdf

Reference4 articles.

1. 1) Ishikawa, T. et al. (1997), Cyclic deformation characteristics of railroad ballast in triaxial tests, Journal of Japanese Society for Civil Engineers, No. 575, 169-178 (in Japanese).

2. 2) Koike, Y. et al. (2014): Numerical method for evaluating the lateral resistance of sleepers in ballasted tracks, Soils and Foundations, 54-3, 502–514.

3. 3) Le Pen L. M. and Powrie W. (2011): Contribution of base, crib, and shoulder ballast to the lateral sliding resistance of railway track: a geotechnical perspective, Proceedings of the Institution of Mechanical Engineers, Part F, Journal of Rail and Rapid Transit, 225-2, 113–128.

4. 4) Sekine, E. et al. (2010): Model tests on lateral resistances of ballasted tracks, Proceedings of 65th annual meetings of JSCE, No.4, 473-474 (in Japanese).

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