Combined effect of supported and unsupported sleepers on lateral ballast resistance in ballasted railway track
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering
Reference37 articles.
1. Track geotechnology and substructure management;Selig;Thomas Telford,1994
2. Modern railway track;Esveld,2015
3. Influence of a tamping operation on the vibrational characteristics and resistance-evolution law of a ballast bed;Liu;Constr Build Mater,2020
4. Study of the characteristics of ballast bed resistance for different temperature and humidity conditions;Liu;Constr Build Mater,2021
5. Evaluation of lateral stability of railway tracks due to ballast degradation;Ngamkhanong;Constr Build Mater,2021
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1. Real-time detection of the lateral resistance of ballast bed during track realigning in tamping: A novel test method based on track shifting operation;Transportation Geotechnics;2024-09
2. Viscoelastic Rheological Modelling of the Lateral Dynamic Response of Ballasted Railway Tracks;Transportation Infrastructure Geotechnology;2024-06-21
3. Mechanism of cross-level settlements and void accumulation of wide and conventional sleepers in railway ballast;Railway Engineering Science;2024-04-22
4. Ballast Settlement Accumulation in Zones with Unsupported Sleepers;Transportation Infrastructure Geotechnology;2024-04-15
5. Development of a scaled model test method for a dynamic and continuous survey to detect variations in the lateral stability of ballasted tracks;Transportation Geotechnics;2024-03
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