Dynamic mechanical performance of geogrid–waste tyre-reinforced railway ballast under cyclic loading-Reference-Cited by-同舟云学术

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Dynamic mechanical performance of geogrid–waste tyre-reinforced railway ballast under cyclic loading

Published:2024-01 Issue: Volume:411 Page:134470
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Li Lihua,Cheng Bowen,Xiao Henglin,Li Wentao,Huang Shaoping

Publisher

Elsevier BV

Subject

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

Reference69 articles.

1. Arnold, G.K., 2004, Rutting of granular pavements. University of Nottingham, Nottingham. PhD thesis.

2. Arnold, G., Werkmeister, S., & Alabaster, D., 2008, Performance tests for road aggregates and alternative materials. No. 335.

3. Modelling of geocell-reinforced subballast subjected to cyclic loading;Biabani;Geotext. Geomembr.,2016

4. Soil Dynamics;Xie,2011

5. Laboratory and field investigation of the effect of geogrid-reinforced ballast on railway track lateral resistance;Esmaeili;Geotext. Geomembr.,2017

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1. Influence of wind-blown sand content on the mechanical quality state of ballast bed in sandy railways;Railway Engineering Science;2024-07-04

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