Advances in design theories of high-speed railway ballastless tracks-Reference-Cited by-同舟云学术

Advances in design theories of high-speed railway ballastless tracks

Published:2011-09 Issue:3 Volume:19 Page:154-162
ISSN:2095-087X
Container-title:Journal of Modern Transportation
language:en
Short-container-title:J. Mod. Transport.

Author:

Liu Xueyi,Zhao Pingrui,Dai Feng

Publisher

Springer Science and Business Media LLC

Subject

Electrical and Electronic Engineering,Computer Science Applications,Mechanical Engineering,Transportation

Link

http://link.springer.com/content/pdf/10.1007/BF03325753.pdf

Reference39 articles.

1. Y.X. Wei, Y.J. Qiu, Research on the subgrade surface stiffness of ballastless track of high-speed railway, Journal of Railway Engineering Society, 2010(7): 15-20 (in Chinese).

2. L. Bernhard, Developments in road pavement construction and railway track technology for a sustainable surface transport infrastructure, In: The Emerging Frontiers of Transportation and Development in China, Chengdu, 2009.

3. D.Z. Zheng, D.C. Feng, Mechanics of Layered Elastic System, Harbin: Harbin Institute of Technology Press, 2001: 126–133 (in Chinese).

4. Ando Satoshi, Loading-deformation characteristics of slab track with temperature variation, Railway Summary Report, 1989, 10(3): 2–9.

5. Q.C. Wan, Y.G. Lu, Stress Calculation of New Sub-rail Foundations, Beijing: China Railway Publishing House, 1987: 15–45 (in Chinese).

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