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Leveraging Data-Driven and Alignment Techniques for Optimal Railway Track Maintenance Scheduling
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Operation, Maintenance and Acoustics.ORCID iD: 0000-0001-5785-1242
2023 (English)Doctoral thesis, comprehensive summary (Other academic)
Abstract [en]

The railway infrastructure plays a pivotal role in fostering economic growth and poverty alleviation. Over time, these infrastructures deteriorate due to aging and usage, compromising their functionality. Given their crucial socioeconomic significance and vast scale, ensuring their functionality and availability is paramount. Thus, an effective condition-based maintenance program is essential to restore reliability, facilitate cost-effective restoration, and enable continued benefits.

Track is a critical railway component susceptible to degradation from traffic loading, resulting in deviations from designated geometry parameters. Such degradation jeopardizes safety, availability, and travel quality. Developing an effective tamping regime emerges as a vital maintenance measure to control degradation and restore track geometry to acceptable standards. An optimal maintenance schedule becomes imperative to minimize costs, enhance track availability and capacity, and ensure safety.

Achieving efficient tamping scheduling necessitates accurate prediction of geometry degradation, accounting for tamping effects, and modeling the evolution of single defects. However, uncontrolled shifts in geometry measurements from different inspections—known as positional errors—can misplace defects and distort their evolution analysis. Therefore, precise alignment of geometry measurements is vital to eliminate such positional errors.

The purpose of this research was to streamline maintenance scheduling through leveraging track geometry measurements for modeling and prediction. Firstly, a study addressed alignment through evaluating and comparing four methods—Cross-Correlation Function (CCF), Recursive alignment by fast Fourier transform (RAFFT), Correlation optimized warping (COW), and Dynamic Time Warping (DTW). Furthermore, a combined RAFFT-COW method was proposed, overcoming their limitations. Comparison revealed COW aligned datasets satisfactorily without altering their shape but could not align endpoints precisely. The combined method effectively aligned datasets even when the datasets were stretched or compressed. Secondly, a modified COW (MCOW) addressed accurate and efficient alignment. MCOW surpassed COW's restrictions and reduced alignment time. To enhance robustness, MCOW with channel fusion (MFCOW) combined data from different channels, significantly reducing positional errors. Thirdly, a multi-objective approach proposed aimed at reducing positional errors in geometry measurements of track as a linear asset. Accordingly, recursive segment-wise peak alignment (RSPA) and MCOW were evaluated and compared. Furthermore, a novel rule-based approach proposed which prevented data loss during alignment, preserving all the single defects. In addition, the results revealed that RSPA excelled in aligning peaks, while MCOW proved efficient for datasets with equal priority data points.

Finally, an optimization model minimized track geometry maintenance costs through tamping scheduling. Key track quality indicators, including the standard deviation of the longitudinal level and single defects and the impact of preventive/corrective tamping on these indicators were integrated. Results showcased the influence of fixed maintenance window costs and maintenance cycle intervals on tamping expenses. The model's validity was confirmed through interactions with experienced practitioners from prominent railway infrastructure and maintenance entities.

Place, publisher, year, edition, pages
Luleå: Luleå University of Technology, 2023.
Series
Doctoral thesis / Luleå University of Technology 1 jan 1997 → …, ISSN 1402-1544
Keywords [en]
Railway tracks, degradation, maintenance, tamping, track geometry, planning and scheduling, alignment
National Category
Transport Systems and Logistics
Research subject
Operation and Maintenance Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-101556ISBN: 978-91-8048-389-6 (print)ISBN: 978-91-8048-390-2 (electronic)OAI: oai:DiVA.org:ltu-101556DiVA, id: diva2:1802151
Public defence
2023-12-20, C305, Luleå tekniska universitet, Luleå, 10:00 (English)
Opponent
Supervisors
Available from: 2023-10-04 Created: 2023-10-03 Last updated: 2023-11-29Bibliographically approved
List of papers
1. Reducing the positional errors of railway track geometry measurements using alignment methods: A comparative case study
Open this publication in new window or tab >>Reducing the positional errors of railway track geometry measurements using alignment methods: A comparative case study
2021 (English)In: Measurement, ISSN 0263-2241, E-ISSN 1873-412X, Vol. 178, article id 109383Article in journal (Refereed) Published
Abstract [en]

To predict the occurrence of geometry defects and to achieve a reliable maintenance strategy, accurate positioning of track geometry measurements is of great importance. This paper aims to reduce the positional errors in track geometry measurements by finding an efficient alignment method. Therefore, five alignment methods, i.e. the cross-correlation function, recursive alignment by fast Fourier transform, dynamic time warping, correlation optimized warping, and a combined method, were evaluated and compared concerning their ability to align the measurements precisely, keep the original shape of the measurements, and minimise the use of time and memory. Furthermore, the influence of choosing a proper reference dataset was investigated. A case study based on track geometry data from the Main Western Line in Sweden was conducted to implement and assess the methods. Findings revealed that the combined method could decrease the positional errors of single defects to below 0.25 m in 90% of the trials.

Place, publisher, year, edition, pages
Elsevier, 2021
Keywords
Railway track geometry, data alignment, positional error, reference selection, relative position errors
National Category
Reliability and Maintenance
Research subject
Operation and Maintenance Engineering; Centre - Luleå Railway Research Center (JVTC); Centre - Center for Maintenance and Industrial Services (CMIS)
Identifiers
urn:nbn:se:ltu:diva-83623 (URN)10.1016/j.measurement.2021.109383 (DOI)000652488200004 ()2-s2.0-85104318934 (Scopus ID)
Funder
Luleå Railway Research Centre (JVTC)Swedish Transport Administration
Note

Validerad;2021;Nivå 2;2021-04-19 (alebob)

Available from: 2021-04-13 Created: 2021-04-13 Last updated: 2025-03-26Bibliographically approved
2. Modification of correlation optimized warping method for position alignment of condition measurements of linear assets
Open this publication in new window or tab >>Modification of correlation optimized warping method for position alignment of condition measurements of linear assets
Show others...
2022 (English)In: Measurement, ISSN 0263-2241, E-ISSN 1873-412X, Vol. 201, article id 111707Article in journal (Refereed) Published
Abstract [en]

This paper proposes a modification to a well-known alignment method, correlation optimized warping (COW), to improve the efficiency of the method and reduce the positional errors in the measurements of linear assets. The modified method relaxes the restrictions of COW in aligning the start and end of datasets and decreases the computational time. Furthermore, the method takes advantage of the interdependencies between simultaneously measured channels to overcome the missing data problem. A case study on railway track geometry measurements was conducted to implement the proposed method and assess its performance in reducing the positioning inaccuracy of the measurements. The findings revealed that the modified method could decrease the positional errors of defects to below 25 cm in 94% of the trials.

Place, publisher, year, edition, pages
Elsevier, 2022
Keywords
Position alignment, correlation optimized warping, data quality, linear assets, positional error, condition measurements
National Category
Software Engineering Other Mechanical Engineering
Research subject
Operation and Maintenance
Identifiers
urn:nbn:se:ltu:diva-92409 (URN)10.1016/j.measurement.2022.111707 (DOI)000871195400003 ()2-s2.0-85135916407 (Scopus ID)
Funder
Swedish Transport AdministrationLuleå Railway Research Centre (JVTC)
Note

Validerad;2022;Nivå 2;2022-08-16 (sofila);

Funder: In2Smart II project (881574 EU Shift2Rail)

Available from: 2022-08-10 Created: 2022-08-10 Last updated: 2023-10-03Bibliographically approved
3. A Multi-objective approach for position alignment of track geometry measurements
Open this publication in new window or tab >>A Multi-objective approach for position alignment of track geometry measurements
2023 (English)In: Engineering Failure Analysis, ISSN 1350-6307, E-ISSN 1873-1961, Vol. 149, article id 107260Article in journal (Refereed) Published
Abstract [en]

This study aimed to develop a multi-objective approach for reducing the positional errors in geometry measurements of track as a linear asset. Accordingly, we evaluated and compared two alignment methods – recursive segment-wise peak alignment (RSPA) and modified correlation optimised warping (MCOW). Furthermore, a novel rule-based approach was introduced to avoid data loss while aligning the datasets of the measurements of linear assets. A case study was conducted to implement and assess the performance of these methods in reducing the positional errors in track geometry measurements. The results revealed that the rule-based method preserves all the single defects present in the datasets. Furthermore, RSPA outperforms MCOW when aligning peaks, whereas MCOW is more efficient when all the data points in the datasets have equal priority.

Place, publisher, year, edition, pages
Elsevier, 2023
Keywords
Condition monitoring, Linear asset, Modified correlation optimised warping, Position alignment, Positional error, Railway track geometry, Recursive segment-wise peak alignment
National Category
Electrical Engineering, Electronic Engineering, Information Engineering Other Mechanical Engineering
Research subject
Operation and Maintenance Engineering
Identifiers
urn:nbn:se:ltu:diva-97020 (URN)10.1016/j.engfailanal.2023.107260 (DOI)000990598800001 ()2-s2.0-85152632115 (Scopus ID)
Funder
Swedish Transport AdministrationLuleå Railway Research Centre (JVTC)
Note

Validerad;2023;Nivå 2;2023-05-05 (hanlid);

Funder: EU-Rail FP3-IAM4Rail (101101966)

Available from: 2023-05-05 Created: 2023-05-05 Last updated: 2024-03-07Bibliographically approved
4. Optimization of Railway tamping scheduling
Open this publication in new window or tab >>Optimization of Railway tamping scheduling
(English)Manuscript (preprint) (Other academic)
Abstract [en]

This research is devoted to optimizing opportunistic tamping scheduling to present a practical and cost-effective approach that considers both preventive and corrective tamping activities. To accomplish this, we formulated the track geometry tamping scheduling problem as a mixed integer linear programming (MILP) model and employed a genetic algorithm for its resolution. Key track quality indicators, including the standard deviation of the longitudinal level and single defects in each segment, were considered.

We developed predictive models for the evolution of standard deviation and single defects over time, which were utilized to schedule preventive tamping activities and anticipate potential corrective actions. Additionally, we investigated the impact of both preventive and corrective tamping activities on the values of standard deviation and single defects.

A case study on data from the Main Western Line in Sweden demonstrated that the fixed cost for occupying each maintenance window significantly influenced the total tamping cost. Moreover, the maintenance cycle interval notably affected the number of required corrective tamping activities. Specifically, a 3-month interval led to over 50% fewer corrective tamping activities compared to a 9-month interval. The results revealed that a 6-month interval struck a favorable balance between corrective and preventive tamping activities and the total cost for our case study.

Keywords
Railway tracks, Track geometry degradation, Maintenance, Optimal tamping scheduling, Track geometry modeling, Track geometry measurements alignment
National Category
Transport Systems and Logistics
Identifiers
urn:nbn:se:ltu:diva-101554 (URN)
Available from: 2023-10-03 Created: 2023-10-03 Last updated: 2024-03-22

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Khosravi, Mahdi

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