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Civil-Comp Conferences
ISSN 2753-3239
CCC: 15
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 7.2

Data-Driven Forecasting of Track Geometry Degradation

I. La Paglia1 and H. Tsunashima2

1Department of Mechanical Engineering, Politecnico di Milano, Italy
2College of Industrial Technology, Nihon University, Japan

Full Bibliographic Reference for this paper
I. La Paglia, H. Tsunashima, "Data-Driven Forecasting of Track Geometry Degradation", in J. Pombo, (Editor), "Proceedings of the Seventh International Conference on Railway Technology: Research, Development and Maintenance ", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 15, Paper 7.2, 2026, doi:10.4203/ccc.15.7.2
Keywords: railway track geometry, condition monitoring, vehicle accelerations, longitudinal level, time-series, forgetting factor.

Abstract
This paper presents a methodology to monitor the temporal evolution of the track longitudinal level. It is designed to be integrated into a condition monitoring system installed on in-service vehicles, and it relies on the sequential analysis of degradation time series. To estimate the expected growth of a defect, time-weighted linear regressions with different forgetting factors are computed at each iteration. This way, a probability density function of degradation trajectories is generated. Given predefined threshold amplitudes associated to maintenance interventions, the proposed methodology allows to predict the threshold-crossing times. The application to different defects recorded along the monitored railway line shows that the method captures non-linear degradation trends and progressively refines the forecast of the threshold-crossing time when new data are available. When implemented on in-service vehicles, the proposed strategy can provide useful information to support maintenance decisions.

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