Relevant bibliographies by topics / Railway track model

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Railway track model'

Author: Grafiati
Published: 5 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Railway track model"

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Bikov, Andrey, and Kristina Chelyadinova. "THE DIGITAL PROJECT OF THE TRACK AND ELECTRONIC MAPS FOR THE CONSTRUCTION AND REPAIR OF THE RAILWAY." Interexpo GEO-Siberia 1, no. 1 (2019): 92–98. http://dx.doi.org/10.33764/2618-981x-2019-1-1-92-98.

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Development of technology based on electronic maps and GNSS informational support of railways is one of the directions for the development of digital railways. As part of the implementa-tion of this direction, a software complex for maintenance of repairs and construction of railway tracks was developed based on the digital project of the track. This complex allows solving the tasks of preparing a working draft of repair and construction of a railway track, preparing completed doc-umentation, positioning on the ground with a digital model displayed on the track, also functions of linear refere
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Kwon, Tae Ho, Sang I. Park, Young-Hoon Jang, and Sang-Ho Lee. "Design of Railway Track Model with Three-Dimensional Alignment Based on Extended Industry Foundation Classes." Applied Sciences 10, no. 10 (2020): 3649. http://dx.doi.org/10.3390/app10103649.

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Building information modeling (BIM) has been widely applied in conjunction with the industry foundation class (IFC) for buildings and infrastructure such as railways. However, a limitation of the BIM technology presents limitations that make designing the three-dimensional (3D) alignment-based information models difficult. Thus, the time and effort required to create a railway track model are increased, while the reliability of the model is reduced. In this study, we propose a methodology for developing an alignment-based independent railway track model and extended IFC models containing railw
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Yudariansyah, Hadi, Ismiyati, and Alfa Narendra. "Prediction model for the maintenance of rail infrastructure in Java." E3S Web of Conferences 429 (2023): 03004. http://dx.doi.org/10.1051/e3sconf/202342903004.

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Maintenance is the most prolonged phase after constructing a railway track is completed and operated. The initial indication of the need for railway track maintenance can be seen from the track quality index (TQI) value. Maintenance of railway tracks can be based on the TQI data category, which is a track superelevation, leveling, lining, and gauge width with TQI categories ranging from very good, good, fair, and poor. In the existing condition, only one-track measurement train, the EM-120, is owned by PT Kereta Api Indonesia (Persero) operates on the island of Java, so there are still railway
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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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Li, Qing, Ling Liu, Rengkui Liu, and Lei Bai. "Optimal Inspection Scheduling Model for Monitoring Railway Track Grids." Discrete Dynamics in Nature and Society 2022 (May 25, 2022): 1–14. http://dx.doi.org/10.1155/2022/9833405.

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The optimization of railway track inspection schedules is of great significance for the monitoring of railway track conditions and reasonable organization of track maintenance tasks. Here, an optimal inspection scheduling model for monitoring railway tracks is proposed. Railway track inspection activities are divided into equal-length units in the time and spatial location dimensions. The various constraints and objectives on the time and location of different track inspection activities are defined in detail regarding subdivisions of individual management units. The objectives of the model de
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Jwa, Y., and G. Sonh. "KALMAN FILTER BASED RAILWAY TRACKING FROM MOBILE LIDAR DATA." ISPRS Annals of Photogrammetry, Remote Sensing and Spatial Information Sciences II-3/W5 (August 19, 2015): 159–64. http://dx.doi.org/10.5194/isprsannals-ii-3-w5-159-2015.

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This study introduces a new method to reconstruct 3D model of railway tracks from a railway corridor scene captured by mobile LiDAR data. The proposed approach starts to approximate the orientation of railway track trajectory from LiDAR point clouds and extract a strip, which direction is orthogonal to the trajectory of railway track. Within the strip, a track region and its track points are detected based on the Bayesian decision process. Once the main track region is localized, rail head points are segmented based on the region growing approach from the detected track points and then initial
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Zhou, Ge. "Railway Track Irregularity Data Mining and Time Series Trend Forecasting Research." Applied Mechanics and Materials 666 (October 2014): 272–75. http://dx.doi.org/10.4028/www.scientific.net/amm.666.272.

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Railway track ride is one of the important indicators of the state of the tracks,This article making railway track irregularity data mining,The paper railway track irregularity data mining,data analysis implied regularity and A mathematical model to predict the time-series trends in research,Analysis of the data implied regularity and Build mathematical model getting on time series trend forecasting research.
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Zougari, A., and J. MartÍnez. "The experimental validation of a numerical model for the receptance prediction." MATEC Web of Conferences 286 (2019): 01007. http://dx.doi.org/10.1051/matecconf/201928601007.

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The traditional ballasted track with wooden sleepers covers today most railway lines constructions, including the tracks of tram and metro or the industrial railway branching. In this work, we present an experimental methodology to validate a numerical model based on finite element method, the model was previously well defined using the ANSYS Parametric Design Language (APDL) and adapted to represent a classical ballasted track. The obtained result of the analysis is expressed as a frequency response of the track and it is compared to the experimental result from measurements made on the metro
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Latkar, Charu. "Railway Track Monitoring System." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 1403–10. http://dx.doi.org/10.22214/ijraset.2021.36134.

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For the protection and proximity of railway networks it is substantial to Promptly detect and identify faults in the railway tracks. In this paper, railway track fault diagnosis is approximated from the vertical and lateral acceleration using a MPU6050. MPU6050 consisting of three sensors namely gyroscope, magnetometer and accelerometer are used to distinguish line and level as symetricities in a railway track. A GSM module is used to notify the location of faults on tracks. Arduino Microcontroller is interfaced using Arduino UNO IDE. The results show that the condition of railway track irregu
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Chen, Zhaowei, Wanming Zhai, and Qiang Yin. "Analysis of structural stresses of tracks and vehicle dynamic responses in train–track–bridge system with pier settlement." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 232, no. 2 (2016): 421–34. http://dx.doi.org/10.1177/0954409716675001.

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Pier settlement causes deformation of bridge structures, and further distorts the track structures placed on bridge decks, which may greatly affect the service life of the tracks and safe operation of trains. This study analyzes track stresses and vehicle dynamic responses in train–track–bridge system with pier settlement and determines the pier settlement safe value for high-speed railways with China Railway Track System (CRTS) II slab tracks. First, a detailed train–track–bridge dynamic model is established based on the train–track–bridge dynamic interaction theory. Verified with field exper
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Dissertations / Theses on the topic "Railway track model"

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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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Leong, Jeffrey. "Development of a limit state design methodology for railway track." Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16565/1/Jeffrey_Leong_Thesis.pdf.

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The research presented in this thesis is aimed at developing a limit state design methodology for railway track for recommendation to Standards Australia's next revision of the 'Permanent way materials: prestressed concrete sleepers' code (AS1085.14, 2003). There is widespread suspicion that the railway track, particularly concrete sleepers, have untapped reserves of strength that has potential engineering and economic advantages for track owners. Through quantifying the effects of train speed, wheel impact loadings and distribution of vehicle loads, track engineers would be able to design
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Leong, Jeffrey. "Development of a limit state design methodology for railway track." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16565/.

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The research presented in this thesis is aimed at developing a limit state design methodology for railway track for recommendation to Standards Australia's next revision of the 'Permanent way materials: prestressed concrete sleepers' code (AS1085.14, 2003). There is widespread suspicion that the railway track, particularly concrete sleepers, have untapped reserves of strength that has potential engineering and economic advantages for track owners. Through quantifying the effects of train speed, wheel impact loadings and distribution of vehicle loads, track engineers would be able to design
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OLIVEIRA, ADENILSON COSTA DE. "A DYNAMIC INTERACTION MODEL OF TRACK RAILWAY STRUCTURAL ELEMENTS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9498@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Em uma ferrovia, o veículo interage dinamicamente com a superestrutura (trilhos, palmilha e dormentes) e a subestrutura (lastro, sublastro e sub- base). O conforto dos passageiros, a vibração no solo e a freqüência dos trabalhos, de manutenção tanto dos veículos como também dos trilhos são determinadas considerando-se que todos os elementos estruturais interagem entre si. A resposta de cada componente estrutural é sensível µa pressão do eixo da roda no trilho, µas irregularidades na superfície do trilho e µa velo- cidade do
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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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Lindfeldt, Olov. "Quality on single-track railway lines with passenger traffic : Anlytical model for evaluation of crossing stations and partial double-tracks." Licentiate thesis, KTH, School of Architecture and the Built Environment (ABE), 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4560.

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<p>Railway transportation is showing a substantial increase. Investments in new infrastructure, new fast and comfortable vehicles, and high frequency of service are important factors behind the increase.</p><p>Infrastructure configuration and timetable construction play important roles in the competitiveness of railway transportation. This is especially true on single-track lines where the travel times and other timetable related parameters are severely restricted by crossings (train meetings). The crossings also make the lines’ operation more sensitive to disturbances.</p><p>Since the major p
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Frohling, Robert Desmond. "Deterioration of railway track due to dynamic vehicle loading and spatially varying track stiffness." Thesis, Pretoria : [s.n.], 1997. http://upetd.up.ac.za/thesis/available/etd-01122009-160350.

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Steffens, David Martyn. "Identification and Development of a Model of Railway Track Dynamic Behaviour." Thesis, Queensland University of Technology, 2005. https://eprints.qut.edu.au/16029/1/David_Steffens_Thesis.pdf.

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The research presented in this thesis has identified and developed a sophisticated computer model for the analysis of railway track dynamic behaviour to be used by the Rail Cooperative Research Centre for Railway Engineering and Technologies (Rail CRC) in Australia. To be competitive railway track owners need to extract as much performance as possible from their asset without serviceability or catastrophic failure. Railway track designers therefore need to develop more knowledge of the static and dynamic loadings that track may be subjected to in its lifetime. This would be best undertaken
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Steffens, David Martyn. "Identification and Development of a Model of Railway Track Dynamic Behaviour." Queensland University of Technology, 2005. http://eprints.qut.edu.au/16029/.

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The research presented in this thesis has identified and developed a sophisticated computer model for the analysis of railway track dynamic behaviour to be used by the Rail Cooperative Research Centre for Railway Engineering and Technologies (Rail CRC) in Australia. To be competitive railway track owners need to extract as much performance as possible from their asset without serviceability or catastrophic failure. Railway track designers therefore need to develop more knowledge of the static and dynamic loadings that track may be subjected to in its lifetime. This would be best undertaken
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Maddela, Naveen. "Finite Element Analysis of Railway Track Wooden Sleeper." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020.

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Railway sleepers have important roles within the complex railroad. Dynamic interaction among Rail, sleeper and ballast supports are vital for the construction of dynamic model track capable of predicting its responses to impact loads due to wheel flats, wheel burns, irregularities of the rail. Railway track deteriorates over time due to the dynamic loading of passing wheeled vehicle. to ensure the secure passing of trains, the track must well design and managed.The objective of this thesis is to determine the stress in wooden rail sleeper by the considering Ballast, Sub ballast, and soil with
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Books on the topic "Railway track model"

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Dalley, Trevor. Model Railway Track Plans. Independently Published, 2016.

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Freezer, C. J. Book of Model Railway Track Plans. Patrick Stephens Ltd, 1988.

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Essery, R. J. RAILWAY SIGNALLING AND TRACK PLANS. Ian Allan Publishing, 2007.

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Lei, Xiaoyan. High Speed Railway Track Dynamics: Models, Algorithms and Applications. Springer London, Limited, 2016.

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Lei, Xiaoyan. High Speed Railway Track Dynamics: Models, Algorithms and Applications. Springer, 2016.

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Lei, Xiaoyan. High Speed Railway Track Dynamics: Models, Algorithms and Applications. Springer, 2016.

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Lei, Xiaoyan. High Speed Railway Track Dynamics: Models, Algorithms and Applications. Springer, 2018.

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Lei, Xiaoyan. High Speed Railway Track Dynamics: Models, Algorithms and Applications. Springer Singapore Pte. Limited, 2021.

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High Speed Railway Track Dynamics: Models, Algorithms and Applications. Springer, 2022.

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Vostroukhov, Alexei. Three-Dimensional Dynamic Models of a Railway Track for High-Speed Trains. Delft Univ Pr, 2002.

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Book chapters on the topic "Railway track model"

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Lei, Xiaoyan. "Moving Element Model and Its Algorithm." In High Speed Railway Track Dynamics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2039-1_8.

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Lei, Xiaoyan. "Model and Algorithm for Track Element and Vehicle Element." In High Speed Railway Track Dynamics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2039-1_9.

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Lei, Xiaoyan. "Model for Vertical Dynamic Analysis of the Vehicle-Track Coupling System." In High Speed Railway Track Dynamics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2039-1_6.

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Xiaoyan, Lei. "Model for Vertical Dynamic Analysis of the Vehicle-Track-Subgrade-Ground Coupling System." In High Speed Railway Track Dynamics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2039-1_11.

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Liang, Gangyi, Zunwen Liu, Xingjing Li, and Hong Song. "Study on Seismic Response Mechanism of Continuous Rigid Frame Composite Girder Bridge of High-Speed Rail." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_17.

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AbstractIn order to explore the earthquake response mechanism of continuous rigid frame composite girder bridge of high-speed railway, based on a rigid frame bridge of high-speed railway in northwest China and combined with the characteristics of CRTS type I double block non-ballast track structure, three continuous rigid frame composite girder bridge models were established, which considered the constraints of track and subsequent structure, only considering the constraints of track and no considering the constraints of track. The seismic response of structural systems is studied by using res
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Rahouma, Kamel H., Samaa A. Mohammad, and Nagwa S. Abdel Hameed. "A Non-destructive Testing Detection Model for the Railway Track Cracks." In Advances in Intelligent Systems and Computing. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58669-0_48.

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Augustin, Sven, Gerd Gudehus, Gerhard Huber, and Andreas Schünemann. "Numerical Model and Laboratory Tests on Settlement of Ballast Track." In System Dynamics and Long-Term Behaviour of Railway Vehicles, Track and Subgrade. Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-540-45476-2_19.

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Kruse, Holger, and Karl Popp. "Model-Based Investigation of the Dynamic Behaviour of Railway Ballast." In System Dynamics and Long-Term Behaviour of Railway Vehicles, Track and Subgrade. Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-540-45476-2_17.

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Zhai, Wanming, and Xiang Sun. "A Detailed Model for Investigating Vertical Interaction between Railway Vehicle and Track." In The Dynamics of Vehicles on Roads and on Tracks. CRC Press, 2021. http://dx.doi.org/10.1201/9781003210900-45.

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Barkhordari, Pegah, and Roberto Galeazzi. "Statistical Approach to Model Track Dynamics Towards the Monitoring of Railway Turnouts." In Springer Series in Reliability Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-62472-9_2.

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Conference papers on the topic "Railway track model"

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Wu, Yu, Kai Xue, Boyu Zhao, et al. "Railway Damage Prediction Using TMCMC-based Markov Hazard Model." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0550.

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&lt;p&gt;The decrease in wear rate, along with increased axle load and train velocity, has shifted the primary railway track damage mechanism from wear to rolling contact fatigue (RCF). Rail damage caused by RCF gradually propagate inward, increasing derailment risks. To address this, a multi-state exponential hazard Markov chain model is proposed for simple and reliable railway damage forecasting. The TMCMC-based sampler enables the model to handle high-dimensional databases, allowing for comprehensive consideration of various factors influencing crack propagation. Case study results demonstr
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Nan, Peng, Liu Jinzhao, Tao Kai, Guo Jianfeng, Yang Jinsong, and Shao Qi. "Extraction of Strong Periodic Time Frequency Characteristics and Regression Model for High-Speed Railway Track-Vehicle System." In 2024 International Conference on Sensing, Measurement & Data Analytics in the era of Artificial Intelligence (ICSMD). IEEE, 2024. https://doi.org/10.1109/icsmd64214.2024.10920510.

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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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Martin, Baier,. "Model Based Measurement of Railway Track Irregularities." In Control in Transportation Systems, edited by Chassiakos, Anastasios, chair De Schutter, and Ioannou, Petros. Elsevier, 2009. http://dx.doi.org/10.3182/20090902-3-us-2007.00040.

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K, Sai Sahana R., Anush P. Upadya, Ashish P. Upadya, Md Mushtaq, and Chandrashekhar Pomu Chavan. "Railway Track Crack Detection Using IoT Model." In 2023 IEEE International Conference on ICT in Business Industry & Government (ICTBIG). IEEE, 2023. http://dx.doi.org/10.1109/ictbig59752.2023.10456116.

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Seco, M., E. Sanchez, and J. Vinolas. "A time domain wheelflat/track FE model." In IET International Conference on Railway Condition Monitoring. IEE, 2006. http://dx.doi.org/10.1049/ic:20060057.

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Li, W., and R. Dwight. "A simulation-based LCC model for railway track." In 11th IMA International Conference on Modelling in Industrial Maintenance and Reliability. Institute of Mathematics & its Applications, 2021. http://dx.doi.org/10.19124/ima.2021.01.6.

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Dinmohammadi, Fateme, Mahmood Shafiee, and Enrico Zio. "An Imperfect Usage-Based Preventive Maintenance Planning Model for Railway Track Superstructures." In ASME 2021 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/imece2021-72955.

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Abstract Railway transport is considered one of the most reliable, comfortable and safest modes of travel for both freight and passengers. Rail infrastructure assets (such as tracks, bridges, earthworks, tunnels and drainage systems) must be inspected and maintained on a regular basis in order to ensure that transport services are delivered in compliance with contractual and legal obligations. The maintenance of railway track structures is preventive in nature and includes the repair or replacement of certain components at pre-determined time intervals (in terms of years of operation) and/or u
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Liu, R. K., P. Xu, and Q. X. Sun. "A Novel Algorithm for Predicting Track Irregularities of Unit Track Sections." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36101.

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During train runs, the interaction between train wheels and the rail track underneath makes track geometry change, which in turn results in all kinds of track irregularities. After the 6th train speed raise of China in 2007, railway transportation has shown three main new features: speed-raised, heavy-loading and high-density. Under these features, changes in railway track irregularities of China have also presented some new characteristics: higher deterioration rates of track irregularities and more frequent occurrences of track exceptions. To ensure the train operational safety and increase
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Todorov, Stoyo, Kina Kutsarova-Dimitorova, and Matey Iliev. "THEORETICAL MODEL FOR EVALUATING THE VIBRATIONAL OUTPUT AND THUS THE URBAN ENVIRONMENTAL IMPACT OF A PUBLIC TRANSIT RAILWAY TRACK." In 23rd SGEM International Multidisciplinary Scientific GeoConference 2023. STEF92 Technology, 2023. http://dx.doi.org/10.5593/sgem2023/5.1/s23.83.

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Urban railway transit is one of the most sustainable and environmentally friendly means of transport in the modern European city. There is a significant incentive for municipalities in Europe to construct new urban railways as the latter combine high energy efficiency with high carrying capacity. One of the main arguments in opposition to expanding existing urban rail networks is the noise and vibration impact of the new line on the surrounding area. This paper addresses the issue by means of formulating a theoretical model for urban railways� vibrational output evaluation. The aim is to provi
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Reports on the topic "Railway track model"

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Yates, Timothy, and Kevin McNally. Uncertainty and sensitivity analysis of the HardSPEC environmental exposure model for pesticide regulatory assessments. HSE, 2024. http://dx.doi.org/10.69730/hse.24rr1204.

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HardSPEC is an environmental fate model that predicts concentrations of pesticides in surface and groundwater following application on hard surfaces, such as roads, pavements and railway tracks, and a subsequent series of rainfall events; such pesticide use is typically of herbicides used for weed control. HardSPEC is used by HSE to assess the risk of, and take decisions related to, herbicide application. In this project we implemented the model in Matlab, a scientific programming language, and verified that the results precisely matched the results from the spreadsheet implementation. We deve
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Morsy, Amr, and Islam Ebo. Development of Physics-Based Deterioration Models for Reinforced Soil Retaining Structures. Mineta Transportation Institute, 2025. https://doi.org/10.31979/mti.2024.2360.

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Reinforced soil walls are key earth retention features in the transportation infrastructure. They are used to support and retain soil in a wide variety of crucial structures, such as highways, bridges, and railways, to ensure stability. They also provide solutions for constructing embankments and slopes in constrained spaces, allowing for efficient land use and improved infrastructure planning. This study used advanced numerical modeling to improve the understanding of the behavior and long-term performance of the aging reinforced soil walls from the 1970s for asset management purposes. An ass
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