Load impact on railway track due to unsupported sleepers

Abstract Ballasted railway tracks will settle as a result of permanent deformations in the ballast and in the underlying material layers. The settlement is caused by the repeated traffic loading and the severity of the settlement depends on the quality and the behaviour of the ballast, the sub-balla...

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Bibliographic Details
Published in:Proceedings of the Institution of Mechanical Engineers. Part F, Journal of rail and rapid transit Journal of rail and rapid transit, 2005-06, Vol.219 (2), p.67-77
Main Authors: Lundqvist, A, Dahlberg, T
Format: Article
Language:English
Subjects:
Computer simulation
Deformation mechanisms
Mechanical engineering
Railroad ballast
Railroad ties
Railroads
railway model
Railway tracks
Shear loading
TECHNOLOGY
TEKNIKVETENSKAP
track settlement
train/track interaction
Trains
unsupported sleeper
Vibration analysis
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Summary:Abstract Ballasted railway tracks will settle as a result of permanent deformations in the ballast and in the underlying material layers. The settlement is caused by the repeated traffic loading and the severity of the settlement depends on the quality and the behaviour of the ballast, the sub-ballast, and the subgrade. As the behaviour of the material is not exactly the same under all sleepers, and since the loading of the track is irregular, the amount of settlement will differ from one sleeper to another. A result of this is that the sleepers are not always fully supported, and some sleepers may even become completely unsupported (voided). A gap appears between the sleeper and the ballast bed. As soon as the track geometry starts to deteriorate, the variations of the train/track interaction force increase, and this speeds up the track deterioration rate. This paper presents a computer model by which the dynamic train/track interaction can be simulated. The influence of one or several voided sleepers on the train/track interaction force and on the track dynamics is investigated. Track settlement due to hanging sleeper(s) is discussed.
ISSN:0954-4097
2041-3017
2041-3017
DOI:10.1243/095440905X8790