Academic literature on the topic 'Rail track degradation'

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Journal articles on the topic "Rail track degradation"

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Karimpour, Mostafa, Lalith Hitihamillage, Najwa Elkhoury, Sara Moridpour, and Reyhaneh Hesami. "Fuzzy Approach in Rail Track Degradation Prediction." Journal of Advanced Transportation 2018 (2018): 1–7. http://dx.doi.org/10.1155/2018/3096190.

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Rail transport authorities around the world have been facing a significant challenge when predicting rail infrastructure maintenance work. With the restrictions on financial support, the rail transport authorities are in pursuit of improved modern methods, which can provide a precise prediction of rail maintenance timeframe. The expectation from such a method is to develop models to minimise the human error that is strongly related to manual prediction. Such models will help rail transport authorities in understanding how the track degradation occurs at different conditions (e.g., rail type, r
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Vranešić, Katarina, Sahil Bhagat, Andrea Mariscotti, and Robert Vail. "Measures and Prescriptions to Reduce Stray Current in the Design of New Track Corridors." Energies 16, no. 17 (2023): 6252. http://dx.doi.org/10.3390/en16176252.

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Stray currents can cause very rapid degradation and material loss at the points where the current leaves the metal and enters the electrolyte. Nowadays, many resources are invested in the protection of jeopardized structures, such as buried pipelines, from stray current corrosion. This paper describes the measures that need to be considered in the design and construction of track structures to ensure high rail-to-ground resistance and consequently reduce stray currents. The main conclusions from existing guidelines and standards for reducing and controlling stray currents that are applied by v
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Elkhoury, Najwa, Lalith Hitihamillage, Sara Moridpour, and Dilan Robert. "Degradation Prediction of Rail Tracks: A Review of the Existing Literature." Open Transportation Journal 12, no. 1 (2018): 88–104. http://dx.doi.org/10.2174/1874447801812010088.

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In the past few decades, the railway infrastructure has been widely expanded in urban and rural areas, making it the most complex matrix of rail transport networks. Safe and comfortable travel on railways has always been a common goal for transportation engineers and researchers, and requires railways in excellent condition and well-organized maintenance practices. Degradation of rail tracks is a main concern for railway organizations as it affects the railway’s behaviour and its parameters, such as track geometry, speed, traffic and loads. Therefore, the prediction of the degradation of rail
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Ahac, Maja, and Stjepan Lakušić. "TRAM TRACK MAINTENANCE-PLANNING BY GAUGE DEGRADATION MODELLING." TRANSPORT 30, no. 4 (2015): 430–36. http://dx.doi.org/10.3846/16484142.2015.1116464.

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Tram track system management is a complex, costly and interdisciplinary process. It involves construction, monitoring and maintenance of track infrastructure and rolling stock, and public transport organization. Track management cost reduction requires development of a modern management system that is based on integration and mutual complementarity of engineering and maintenance activities. The first step of its establishment is increasing the proportion of planned predictive-preventive track maintenance at the expense of corrective maintenance. This requires creation of a maintenance-planning
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Falamarzi, Amir, Sara Moridpour, Majidreza Nazem, and Reyhaneh Hesami. "Rail Degradation Prediction Models for Tram System: Melbourne Case Study." Journal of Advanced Transportation 2018 (2018): 1–8. http://dx.doi.org/10.1155/2018/6340504.

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Tram is classified as a light rail mode of transportation. Tram tracks experience high acceleration and deceleration forces of locomotives and wagons within their service life and also share their route with other vehicles. This results in higher rates of degradation in tram tracks compared to the degradation rate in heavy rail tracks. In this research, gauge deviation is employed as a representative of track geometry irregularities for the predication of the tram track degradation. Data sets used in this research were sourced from Melbourne’s tram system. For model development, the data of ap
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Bevan, Adam, Jay Jaiswal, Andrew Smith, and Manuel Ojeda Cabral. "Judicious selection of available rail steels to reduce life-cycle costs." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 234, no. 3 (2018): 257–75. http://dx.doi.org/10.1177/0954409718802639.

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The rate of rail degradation and hence its expected life is not uniform throughout any railway network and is governed by a combination of track, traffic and operating characteristics in addition to the metallurgical attributes of the rail steel. Consequently, it is suggested that any route or network is not a single linear asset but is a compilation of individual segments with different track characteristics, degradation rates and expected life spans. Thus, the choice of rail steel grade to maximise life (and minimise life-cycle costs) needs to combine knowledge of the metallurgical attribute
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Higgins, Christian, and Xiang Liu. "Modeling of track geometry degradation and decisions on safety and maintenance: A literature review and possible future research directions." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 232, no. 5 (2017): 1385–97. http://dx.doi.org/10.1177/0954409717721870.

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In a railroad track, the inherent and small geometrical deviations in the position of rails from their ideal design states constitute imperfections that can have a significant impact on the safety and the rate of degradation of the rail system. These deviations are measured by various technologies and further assessed using various algorithms and statistical techniques to quantify the condition of the system. This paper reviews the existing research regarding the collection of track geometry data, analysis of degradation, and the associated safety and maintenance decisions. The knowledge gaps
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Farkas, András. "Measurement of Railway Track Geometry: A State-of-the-Art Review." Periodica Polytechnica Transportation Engineering 48, no. 1 (2019): 76–88. http://dx.doi.org/10.3311/pptr.14145.

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The worldwide increase in frequency of traffic for passenger trains and the rise of freight trains over the recent years necessitate the more intense deployment of track monitoring and rail inspection procedures. The wheel-rail contact forces, induced by the static axle loads of the vehicle and the dynamic effects of ground-borne vibration coming from the track superstructure, have been a significant factor contributing to the degradation of the railway track system. Measurements of track irregularities have been applied since the early days of railway engineering to reveal the current conditi
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LESIAK, Piotr, Piotr BOJARCZAK, and Aleksander SOKOŁOWSKI. "ALGORITHM FOR THE EXTRACTION OF SELECTED RAIL TRACK BALLAST DEGRADATION USING MACHINE VISION." Transport Problems 18, no. 1 (2023): 129–41. http://dx.doi.org/10.20858/tp.2023.18.1.11.

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A number of physical methods are used to survey railway track ballast to assess its degradation as a function of deposition. Simulation tests on track models are also conducted. These testing methods, which are generally labour-intensive and expensive, provide an accurate understanding of the extent of ballast degradation. However, the impact of inadequate maintenance can be observed, even on the surface. Therefore, it seems natural in this case to use image registration. State-of-the-art machine vision systems of track geometry cars provide the means to do this. Obtained ballast images provid
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Haydar, Luna, Florent Loete, Frédéric Houzé, Karim Slimani, Fabien Guiche, and Philippe Testé. "Influence of the Oxide Layer Thickness on the Behavior of the Electrical Wheel–Rail Contact in Static Conditions." Applied Sciences 15, no. 1 (2025): 471. https://doi.org/10.3390/app15010471.

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To manage and ensure the safety of traffic on rail networks, trains need to be reliably located at all times. This is achieved in many countries by electrically detecting their presence using so-called “track circuits” installed at regular intervals on each track, designed to detect when the wheels and axles of a train are shunting the two rails and to act accordingly on the signaling system. Such a detection principle is highly dependent on the quality of the electrical contacts between rails and wheels; the occurrence of high wheel–rail contact resistances can induce malfunctions known as “d
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Dissertations / Theses on the topic "Rail track degradation"

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Zhang, Yu-Jiang. "An integrated rail track degradation model." Thesis, Queensland University of Technology, 2000. https://eprints.qut.edu.au/36110/7/36110_Digitised%20Thesis.pdf.

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There has been a worldwide trend to increase axle loads and train speeds. This means that railway track degradation will be accelerated, and track maintenance costs will be increased significantly. There is a need to investigate the consequences of increasing traffic load. The aim of the research is to develop a model for the analysis of physical degradation of railway tracks in response to changes in traffic parameters, especially increased axle loads and train speeds. This research has developed an integrated track degradation model (ITDM) by integrating several models into a comprehensive
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Audley, Matthew. "Rail track geometry degradation and maintenance decision making." Thesis, University of Nottingham, 2014. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.663257.

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Maintaining track on the UK railway network accounts for a large proportion of the total operating costs. During the year 2012/ 2013 Network Rail spent £391million on the maintenance of track. In order to maintain and operate the railway to a high standard at a lower cost, an asset management strategy is needed. This study uses a model to predict the effects of different asset management strategies. An optimisation routine is then used to obtain a number of optimum strategies based on maintenance cost and track quality. The first part of this study utilises data on the UK rail network track ge
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Faiz, Rizwan Bin. "An empirical rail track degradation model based on predictive analysis of rail profile and track geometry." Thesis, Loughborough University, 2010. https://dspace.lboro.ac.uk/2134/6455.

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It is generally observed that the condition of rail tracks degrades rapidly over time until and unless effective maintenance is carried out. In the rail industry, rail maintenance actions are usually reactive, which means that maintenance is carried out after a defect has been identified. Unfortunately, this approach can lead to general safety concerns and may result in costly maintenance. Predictive maintenance, which aims to predict the future behaviour of track degradation based on the analysis of already recorded data, can be used to identify defects in advance, thus providing a solution f
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Hawari, Haitham M. "Minimising track degradation through managing vehicle/track interaction." Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16366/1/Haitham_Hawari_Thesis.pdf.

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The rate at which a railway track deteriorates depends on the response of the track under different static and repeated dynamic forces. These wheel/rail forces lead to imperfections in the rail surface and deviation in track geometry alignment. The wheel/rail forces are dependent upon the quality of maintenance of the characteristics of both train and track. If train components such as wheelsets and suspensions are maintained to a high standard, less dynamic forces are generated at the wheel/rail interface and less damage is caused over time. Therefore, the amount and cost
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Hawari, Haitham M. "Minimising track degradation through managing vehicle/track interaction." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16366/.

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The rate at which a railway track deteriorates depends on the response of the track under different static and repeated dynamic forces. These wheel/rail forces lead to imperfections in the rail surface and deviation in track geometry alignment. The wheel/rail forces are dependent upon the quality of maintenance of the characteristics of both train and track. If train components such as wheelsets and suspensions are maintained to a high standard, less dynamic forces are generated at the wheel/rail interface and less damage is caused over time. Therefore, the amount and cost of maintenanc
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Simson, Scott Andrew. "Development of a model for railway track maintenance planning." Thesis, Queensland University of Technology, 1999. https://eprints.qut.edu.au/36116/1/36116_Simson_1999.pdf.

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Track maintenance represents over 20 percent of Australian railway operating costs. Thus there is considerable incentive for rail corporations to reduce their maintenance costs. There is considerable research directed at improving track structures and maintenance techniques to reduce the track maintenance expenditure. However, there is little work on the planning of track maintenance that can be applied to Australian railway operations. This research reviews maintenance planning and finds that models currently available are empirical models reliant mainly on historical track condition data fr
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Mai, Si Hai. "Etude de dégradation des voies ferrées urbaines." Phd thesis, Université Paris-Est, 2011. http://pastel.archives-ouvertes.fr/pastel-00659068.

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Ce travail réalisé dans le cadre d'une collaboration industrielle avec la société ALSTOM Transport porte sur l'étude de la dégradation des voies ferrées urbaines. Les composantes de voie retenus pour cette étude sont le rail et la dalle de voie en béton. Concernant le rail, différents problèmes sont abordés : contact roue - rail, usure du rail, usure ondulatoire du rail, et fatigue de contact de roulement (RCF) du rail. Un outil numérique avec des interfaces graphiques, nommé CONUS, est développé pour le problème de contact roue - rail et le problème d'usure du rail. Des théories classiques (H
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Book chapters on the topic "Rail track degradation"

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Indraratna, Buddhima, Cholachat Rujikiatkamjorn, and Wadud Salim. "State-of-the-art laboratory testing and degradation assessment of ballast." In Advanced Rail Geotechnology – Ballasted Track, 2nd ed. CRC Press, 2023. http://dx.doi.org/10.1201/9781003278979-4.

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Moridpour, Sara, Ehsan Mazloumi, and Reyhaneh Hesami. "Application of Artificial Neural Networks in Predicting the Degradation of Tram Tracks Using Maintenance Data." In Deep Learning and Neural Networks. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-0414-7.ch047.

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The increase in number of passengers and tramcars will wear down existing rail structures faster. This is forcing the rail infrastructure asset owners to incorporate asset management strategies to reduce total operating cost of maintenance whilst improving safety and performance. Analysing track geometry defects is critical to plan a proactive maintenance strategy in short and long term. Repairing and maintaining the correctly selected tram tracks can effectively reduce the cost of maintenance operations. The main contribution of this chapter is to explore the factors influencing the degradati
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"State-of-the-art Laboratory Testing and Degradation Assessment of Ballast." In Advanced Rail Geotechnology - Ballasted Track. CRC Press, 2011. http://dx.doi.org/10.1201/b10861-5.

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"State-of-the-art Laboratory Testing and Degradation Assessment of Ballast." In Advanced Rail Geotechnology - Ballasted Track. CRC Press, 2011. http://dx.doi.org/10.1201/b10861-9.

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Steenbergen M.J.M.M., de Jong E., and Zoeteman A. "Dynamic Axle Loads as a Main Source of Railway Track Degradation." In Geotechnical Safety and Risk V. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-580-7-245.

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During train operation, geometrical irregularities develop in soil-supported ballasted railway tracks as a function of born tonnage. This form of degradation is combatted by periodic maintenance in the form of tamping by specially equipped trains in order to guarantee predefined levels of structural performance. The growth of irregular settlements depends on one hand on track properties (such as sleeper spacing, rail bending stiffness, subsoil geotechnical properties) and the intensity of longitudinal stiffness variations (variations in soil profile, switches and crossings, transitions etc.).
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Steenbergen M.J.M.M., de Jong E., and Zoeteman A. "Dynamic Axle Loads as a Main Source of Railway Track Degradation." In Geotechnical Safety and Risk V. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-580-7-243.

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During train operation, geometrical irregularities develop in soil-supported ballasted railway tracks as a function of born tonnage. This form of degradation is combatted by periodic maintenance in the form of tamping by specially equipped trains in order to guarantee predefined levels of structural performance. The growth of irregular settlements depends on one hand on track properties (such as sleeper spacing, rail bending stiffness, subsoil geotechnical properties) and the intensity of longitudinal stiffness variations (variations in soil profile, switches and crossings, transitions etc.).
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Ahac, Maja, and Stjepan Lakušić. "Track Gauge Degradation Modelling on Small Urban Rail Networks: Zagreb Tram System Case Study." In Urban Transport Systems. InTech, 2017. http://dx.doi.org/10.5772/65086.

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Wesly, U. John, R. Venkata Sai Chaitanya, P. Lakshman Kumar, N. Siva Kumar, and B. S. Kiruthika Devi. "A Detailed Investigation on Forest Monitoring System for Wildfire Using IoT." In Advances in Transdisciplinary Engineering. IOS Press, 2023. http://dx.doi.org/10.3233/atde221275.

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The world’s forests cover one-third of the planet’s land surface, and it is necessary to sustain life with this geography. There is enough food, water, and energy for us to live off of them. Forest fires have recently surpassed all other forms of environmental degradation as the leading cause of death and destruction on Earth. Wildfires in the Amazon rain forest charred hundreds of hectares of land in 2019. A well-structured forest-monitoring system has been put in place in order to keep an eye on it. Incorporating the Internet of Things (IoT) and image processing systems is a real game-change
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Al Hasnat Siam, Md Ibrahim, Fatema Tuz Zahura, Mehedi Hasan, Md Rakib Hasan, and Taslim Ur Rashid. "Bioremediation of Microplastics by Microorganisms: Trends, Challenges, and Perspectives." In Microbial Bioremediation and Multiomics Technologies for Sustainable Development. Royal Society of Chemistry, 2024. http://dx.doi.org/10.1039/bk9781837673131-00049.

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Severe plastic pollution is occurring in fresh water and soil systems due to the presence of non-degradable microplastics (MPs) in the environment. The scarcity of management and the excessive commercial use of plastics have been identified as the major sources of MPs. Accumulation of MPs in soil affects soil health and further can make it infertile. They can also transfer into fresh water systems through rain and flood. These MPs can transfer across the food web to living organisms and can persist in the gastrointestinal tract for quite a long time and possess a high probability of toxicologi
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Conference papers on the topic "Rail track degradation"

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Goswami, Rohit Raj, Roberto Sañudo Ortega, and Stefano Ricci. "Simplified analysis of railway track degradation by mobile applications." In 7th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2022. http://dx.doi.org/10.5592/co/cetra.2022.1385.

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This analysis deals with the problem of track degradation and monitoring methods. The main aim is to discuss benefits, drawbacks, and shortages of most of them. There are several monitoring failures approach available today, but no one can predict when or where a failure will occur. This study examines several types of track failures found in railway tracks. Among the many procedures and measures used to deal with these types of track degradation, the authors propose simplified mobile application for investigating the condition of the track. The major goal of the research is to review and prov
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Hu, Can, and Xiang Liu. "Modeling Track Geometry Degradation Using Support Vector Machine Technique." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5739.

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Analyzing track geometry defects is of crucial importance for railway safety. Understanding when a defect will need to be repaired can help in both planning a preventive maintenance schedule and reducing the probability of track failures. This paper discusses the data cleaning and analysis processes for modeling track geometry degradation. An analytical data model named the Support Vector Machine (SVM) was developed to model the deterioration of track geometry defects. This paper mainly focuses on the following three defect types — surface, cross level and dip. The model accounts for traffic v
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Wordofa, Daniel Hailemichael. "Development of Track Geometry Degradation Model & Review of Recovery Models." In 2022 Joint Rail Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/jrc2022-79370.

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Abstract Former works on railway track geometry degradation are reviewed and their advantage and dis-advantages discussed. Railway track degradation can be geometry or structural degradation. This paper focuses on track geometry degradation and tries to propose additional railway track geometry degradation models based on real data on existing operational line. The case study is a conventional railway line in Ethiopia “Ethio-Djibouti standard gauge railway line”. Track geometry data collected by track geometry measuring vehicle for 156 weeks and for a length of 323 kilometers is taken for anal
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Zarembski, Allan M., Joseph W. Palese, and Mike Nguyen. "Forecasting Track Geometry Degradation Using GPR Based Ballast Condition." In 2022 Joint Rail Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/jrc2022-79586.

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Abstract The ability to predict track geometry degradation is of critical importance in planning of track maintenance operations. This paper presents results of an FRA sponsored study on the relationship between track geometry degradation and ballast condition as measured by Ground Penetrating Radar (GPR). The study examined six different sites on a major Class 1 freight Railroad, with a range of ballast conditions and tie types, and developed a relationship between the rate of degradation of key track geometry parameters, profile (surface), and cross-level, as a function of two GPR measured b
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Palese, Joseph W., Allan M. Zarembski, Christopher M. Hartsough, Hugh Thompson, and Michael E. Palese. "A Study on Subgrade Pressure Differential Over Regions of Known Substructure Transition as it Relates to Track Geometry." In 2017 Joint Rail Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/jrc2017-2261.

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The support structure beneath railroad tracks may appear to be a simple layering of various materials, but rather, it is a complex system working together to distribute the load of passing trains. It is paramount that this structure maintain its designed support properties not only to preserve component life expectancy but to maintain the safety of the trains traveling over the rails. During normal operations, track geometry, as evaluated through the standard deviation of various track geometry channels, tends to degrade over time. This is a byproduct of the cyclical loading applied to the tra
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Pucillo, Giovanni Pio, Antonio De Iorio, Stefano Rossi, and Mario Testa. "On the Effects of the USP on the Lateral Resistance of Ballasted Railway Tracks." In 2018 Joint Rail Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/jrc2018-6204.

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From the advent of high-speed (HS) railways and with increasing traffic-induced loads transmitted to the superstructure, maintenance costs due to track geometry degradation have become a crucial problem for researchers and railway administrations. Moreover, the operations of ballast renewal, track tamping, and track re-alignment, that are indispensable to guarantee a good track geometry, have dramatic effects on the tie-ballast lateral resistance, which in turn reduce the track flexural strength in the lateral plane and increase the proneness of railway tracks made of continuous welded rails (
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Scanlan, Kirk M., Michael T. Hendry, and C. Derek Martin. "Evaluating the Equivalency Between Track Quality Indices and the Minimum Track Geometry Threshold Exceedances Along a Canadian Freight Railway." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5748.

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Railway regulators require that track geometry measurements meet a specific set of minimum safety thresholds. A proper interpretation of track geometry survey data is fundamental for the detection of track exceeding these thresholds and in need of corrective maintenance. Irregular track geometry independent of the minimum safety thresholds can also be used as evidence of degradation in the railway foundation. Therefore, multiple evaluation methods must be applied to the track geometry survey data when assessing foundation degradation. In this study, we compare multiple track geometry evaluatio
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Wang, H., V. L. Markine, I. Y. Shevtsov, and R. Dollevoet. "Analysis of the Dynamic Behaviour of a Railway Track in Transition Zones With Differential Settlement." In 2015 Joint Rail Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/jrc2015-5735.

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Transition zones in railway tracks are locations with considerable changes in the vertical stiffness of the rail support. Typically they are located near engineering structures, such as bridges, culverts and tunnels. In such locations, the vertical stiffness of the track support varies, resulting in amplification of the dynamic forces acting on the track, which ultimately leads to deterioration of the vertical track geometry. Also, differential settlement of the track sub-structure on both sides of the transition contributes to the deterioration of the vertical geometry. The deterioration proc
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Zarembski, Allan M., and Clifford S. Bonaventura. "Dynamic Effects of Track Surface Condition on Vertical Wheel/Rail Forces and Energy Consumption." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36002.

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As track geometry degrades, and in particular as track surface and cross-level (as defined by a Track Quality Index or TQI) degrades, railway vehicles going over that degraded track experience increased vertical dynamic behavior and increased vehicle/track interaction. This in turn translates into increased wheel/rail dynamic forces as well as increased energy (fuel) consumption. While this concept has been known for many years, there has been limited study of the direct relationships between the degree of track degradation (as quantified by a Track Quality Index type parameter) and the magnit
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Molina Camargo, Luis Fernando, J. Riley Edwards, and Christopher P. L. Barkan. "Emerging Condition Monitoring Technologies for Railway Track Components and Special Trackwork." In 2011 Joint Rail Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/jrc2011-56113.

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North American Railroads and the United States Department of Transportation (US DOT) Federal Railroad Administration (FRA) require periodic inspection of railway infrastructure to ensure the safety of railway operation. Tracks that are subjected to heavy haul or high-speed traffic necessitate frequent inspection and more stringent maintenance requirements, but present railroads with less time to accomplish it. The international railroad community has undertaken significant research to develop innovative applications for advanced technologies with the objective of improving the process of visua
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