This paper explores unplanned-maintenance needs regarding rail track geometry degradation using a logistic regression approach. The authors conducted an exploratory statistical analysis using the inspection records from the Portuguese Infrastructure Manager in order to predict the probability that a given track section needs unplanned maintenance depending on the planned-maintenance indicators proposed by the European Standard EN 13848, and on other explaining variables such as the presence of bridges and switches. The main conclusions are that the typical planned-maintenance criteria (the standard deviations of longitudinal-levelling and of horizontal-alignment defects) are statistically significant predictors of unplanned-maintenance needs. Moreover, for some speed groups and quality levels, the presence of bridges and switches is also statistically significant. These findings contribute to a quantified understanding of the underlying trade-off between planned-maintenance and unplanned-maintenance needs in the current suggested limits contained in the standard EN 13848.
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November 2014
Research Article|
November 01 2014
Unplanned-maintenance needs related to rail track geometry Available to Purchase
António Ramos Andrade, Dipl-Eng;
António Ramos Andrade, Dipl-Eng
PhD Student CESUR/DECIVIL
Instituto Superior Técnico (IST), Technical University of Lisbon, Portugal
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Paulo Fonseca Teixeira, PhD, Dipl-Eng
Paulo Fonseca Teixeira, PhD, Dipl-Eng
Assistant Professor CESUR/DECIVIL
Instituto Superior Técnico (IST), Technical University of Lisbon, Portugal
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Publisher: Emerald Publishing
Revision Received:
October 25 2011
Accepted:
February 14 2013
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2014
Proceedings of the Institution of Civil Engineers - Transport (2014) 167 (6): 400–410.
Article history
Revision Received:
October 25 2011
Accepted:
February 14 2013
Citation
Andrade AR, Teixeira PF (2014), "Unplanned-maintenance needs related to rail track geometry". Proceedings of the Institution of Civil Engineers - Transport, Vol. 167 No. 6 pp. 400–410, doi: https://doi.org/10.1680/tran.11.00060
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