Direct shear properties of railway ballast mixed with tire derived aggregates: Experimental and numerical investigations-Reference-Cited by-同舟云学术

Direct shear properties of railway ballast mixed with tire derived aggregates: Experimental and numerical investigations

Published:2019-03 Issue: Volume:200 Page:465-473
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Gong Hongren^ORCID,Song Weimin^ORCID,Huang Baoshan^ORCID,Shu Xiang,Han Bingye,Wu Hao^ORCID,Zou Jinfeng

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference48 articles.

1. Pressure Distribution under Steel and Timber Crossties in Railway Tracks;Song;J. Transp. Eng. Part A: Syst.,2017

2. Experimental assessment of cyclic behavior of sand-fouled ballast mixed with tire derived aggregates;Esmaeili;Soil Dyn. Earthquake Eng.,2017

3. E. Tutumluer, H. Huang, Y. Hashash, J. Ghaboussi, Aggregate shape effects on ballast tamping and railroad track lateral stability, in: AREMA Annual Conference, Loisville, KY, Sept 2006, pp. 17–20.

4. Geotechnical properties of ballast and the role of geosynthetics;Indraratna;Institution of Civil Engineers Proceedings. Ground,2006

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