Railway track geometry degradation: A review of prediction methods

IF 9.4 Q1 ENGINEERING, MULTIDISCIPLINARY
Results in Engineering Pub Date : 2026-03-01 Epub Date: 2026-02-13 DOI:10.1016/j.rineng.2026.109583
Alireza Safari Tarbozagh, Saeed Mohammadzadeh, Morteza Esmaeili, Sina Nadermohammady
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引用次数: 0

Abstract

Maintaining track geometry within tolerance is essential for safe, efficient, and economical railway operations. This review—framed around both aggregate degradation trends and isolated defects—synthesizes five modeling families (empirical, mechanistic, statistical, probabilistic, and machine learning) and evaluates them against five criteria: predictive accuracy, uncertainty quantification, network-scale scalability, interpretability, and computational cost. Empirical and mechanistic models offer transparent, physics-based insights at low computational cost, yet typically lack dynamic train–track interaction modeling and explicit uncertainty estimates. Statistical and probabilistic approaches (stochastic processes, Markov chains, Bayesian inference) support long-term planning and maintenance scheduling but require extensive high-quality data and careful calibration. Machine-learning methods—particularly random forests and convolutional neural network–long short-term memory hybrids—achieve high accuracy on complex spatio-temporal patterns; however, they depend on European Standard EN 13848-1/-5–compliant preprocessing, well-labeled datasets, and dedicated interpretability measures. A persistent cross-cutting gap is the under-detection of isolated defects, driven by label scarcity and the smoothing inherent in section-level indices (e.g., track quality index/standard deviation). Priority directions include: (i) low-computational-cost hybrid frameworks via knowledge distillation and quantization for network-wide deployment; (ii) multivariate Bayesian and point-process models to jointly represent standard deviation of longitudinal level/standard deviation of horizontal alignment and localized jumps; (iii) internet of things/edge analytics for low-latency detection; and (iv) interpretable uncertainty (e.g., Monte Carlo dropout, local interpretable model-agnostic explanations/Shapley additive explanations). Balancing accuracy, scalability, real-time operation, uncertainty quantification, and interpretability is pivotal for transitioning from reactive maintenance to intelligent, self-adaptive asset management.
铁路轨道几何退化:预测方法综述
保持轨道几何形状在公差范围内对于安全、高效和经济的铁路运营至关重要。这篇综述——围绕总体退化趋势和孤立缺陷——综合了五个建模家族(经验、机制、统计、概率和机器学习),并根据五个标准对它们进行了评估:预测准确性、不确定性量化、网络规模可扩展性、可解释性和计算成本。经验和机械模型以较低的计算成本提供透明的、基于物理的见解,但通常缺乏动态列车轨道相互作用建模和明确的不确定性估计。统计和概率方法(随机过程、马尔可夫链、贝叶斯推理)支持长期规划和维护调度,但需要大量高质量的数据和仔细的校准。机器学习方法-特别是随机森林和卷积神经网络-长短期记忆混合-在复杂的时空模式上实现了高精度;然而,它们依赖于符合欧洲标准EN 13848-1/-5的预处理,标记良好的数据集和专用的可解释性措施。一个持续的横切差距是对孤立缺陷的检测不足,这是由标签稀缺性和分部级指数(例如,跟踪质量指数/标准偏差)中固有的平滑所驱动的。优先方向包括:(i)通过知识蒸馏和量化实现低计算成本的混合框架,用于全网部署;(ii)多元贝叶斯和点过程模型共同表示纵向水平的标准差/水平对齐和局部跳跃的标准差;(iii)低延迟检测的物联网/边缘分析;(iv)可解释的不确定性(例如,蒙特卡罗退出,局部可解释的模型不可知论解释/Shapley加性解释)。平衡准确性、可扩展性、实时操作、不确定性量化和可解释性是从被动维护过渡到智能、自适应资产管理的关键。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Results in Engineering
Results in Engineering Engineering-Engineering (all)
CiteScore
5.80
自引率
34.00%
发文量
441
审稿时长
47 days
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