Track Geometry Degradation Modelling Considering Multiple Indicators
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Railway infrastructure requires effective maintenance to ensure safe and comfortable transportation. Among the various degradation modes, track geometry deformation caused by repeated loading is a critical mechanism impacting operational safety. Detecting and maintaining acceptable track geometry relies on track recording vehicles (TRVs) that inspect and record geometric parameters. This study aims to develop a novel track geometry degradation model considering multiple indicators and their correlation, while accounting for both imperfect manual and mechanized tamping. A multi-variate Wiener model is formulated to capture the characteristics of track geometry degradation. To overcome data limitations, a hierarchical Bayesian approach with Markov Chain Monte Carlo (MCMC) simulation is utilized. This study offers a contribution on the analysis of a multi-variate predictive model which considers correlation between the degradation rates of multiple indicators, providing insights for rail operators and new track-monitoring systems. The performance of the models is rigorously validated through a real-world case study on a commuter track in Queensland, Australia, utilizing actual data and independent test datasets. This experimental calibration and validation procedure represents a novel contribution to the existing literature, offering valuable guidance for rail asset management and decision-making.
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