Shakedown behaviors of railway ballast under cyclic loading-Reference-Cited by-同舟云学术

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Shakedown behaviors of railway ballast under cyclic loading

Published:2017-11 Issue: Volume:155 Page:1206-1214
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Xiao Junhua,Zhang De,Wei Kai,Luo Zhe

Funder

National Natural Science Foundation of China

Key Laboratory of High-Speed Railway Engineering of Ministry of Education

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Static and cyclic triaxial testing of ballast and subballast;Suiker;J. Geotech. Geoenviron. Eng.,2005

2. Effect of frequency on the permanent deformation and degradation of railway ballast;Sun;Geotechnique,2014

3. Discrete element method analysis of railtrack ballast degradation during cyclic loading;Guerrero;Granul. Matter.,2006

4. Investigation of geotextile–soil interaction under a cyclic vertical load using the discrete element method;Bhandari;Geotext. Geomembr.,2010

5. Experimental and discrete element modeling of geocell-stabilized subballast subjected to cyclic loading;Ngo;J. Geotech. Geoenviron. Eng.,2015

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