VM
Authored
12 records found
Editorial
Smart condition assessment of railway infrastructure
This editorial is referred to the Special Issue (SI) “Smart Condition Assessment of Railway Infrastructure” which aims to bring together the latest research studies, findings, and achievements regarding the smart condition assessment of railway infrastructure to prevent critical
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Railway ballast performance
Recent advances in the understanding of geometry, distribution and degradation
Railway ballast performance is dictated by a complex mix of mechanical properties. These effect its performance at the particle level for example in terms of particle degradation, but also at the track system level in terms of settlement and stability. Therefore this paper seeks
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Efficiency analysis and optimisation of DEM for railway ballast track simulations
Multi-layer shape model of lateral resistance
The railway ballast layer provides the function of bearing loading, resisting geometry degradation, and drainage. In those related research, the behaviour of ballast assembly can be obtained by laboratory (or in-situ) tests. Limited simulation methods can be used to analyse the b
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Review of ballast track tamping
Mechanism, challenges and solutions
Railway ballast beds bear cyclic loadings from vehicles and deteriorate due to ballast particle degradation (breakage and abrasion), ballast pockets (subgrade defects), fouling (or contamination) and plastic deformation of the beds. Ballast bed deterioration changes the ballast t
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Modelling of the long-term behaviour of transition zones
Prediction of track settlement
Transition zones in railway tracks are the locations with considerable changes in the vertical support structures. Typically, they are located near engineering structures, such as bridges, culverts, tunnels and level crossings. In such locations, the variation of the vertical sti
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The performance and deformation of ballast bed are significantly influenced by the particle morphology (size and shape), the rheology (translation and rotation), and the degradation (breakage and abrasion). Regarding the ballast particle morphology, the ballast particle size is g
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Performance Optimised Geometry of Railway Crossings
Design and Implementation
The paper presents an optimisation procedure for improvement of crossing performance by adjusting the cro sing (including the wing rail) geometry. The improvement of the crossing performance is achieved by reducing the normal contact pressure and wear index, while shifting the lo
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Ballast degradation
Effect of particle size and shape using Los Angeles Abrasion test and image analysis
Ballast track is the most widely used track for the railway transport, and ballast bed plays a significant role to provide resistances during train operation. Generally, the ballast bed consists of crushed stones. To achieve the mitigation of ballast degradation, the first priori
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Corrective countermeasure for track transition zones in railways
Adjustable fastener
Transition zones in railway tracks are the locations with considerable variation in the vertical stiffness of supporting structures. Typically, they are located near engineering structures, such as bridges, culverts, tunnels and level crossings. In such locations, the variation o
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The properties of railway ballast material are affected by the local geologies and climatic environments from which the parent rock is sourced. These factors can make it challenging to select the most appropriate material for railway applications. To address this issue, this pape
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The discrete element method (DEM) has been confirmed as an effective numerical method for modelling railway ballast, and successfully used to analyse a wide range of ballast-related applications (e.g. geomaterials). However, there still exists some aspects under development. Amon
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Polyurethane reinforced ballasted track
Review, innovation and challenge
During the development for railway, ballasted track is dominant structure and makes up more than 95% of the whole track modes. However, its shortage is considerable in high speed railway and heavy haul system. Regarding to the ballasted railway track's defects as particle breakag
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Contributed
8 records found
Predicting track quality using structural elements and relative track geometry data measured by RILA
A Machine Learning Classification approach
Track quality measures differ from standard to standard. Widely used indices for track quality are the standard deviations of the rail longitudinal level data and the standard deviations of alignment data. Researchers have opted for various learning methods as to relate track qua
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Simulating hot asphalt compaction in Bullet Physics
Discrete modelling of the superpave gyratory compaction process by implementation of Burgers’ contact model in Bullet Physics
Asphalt concrete is the most used material in road construction. Analysing the behaviour and properties of this material is vital for modern day society. Currently, this is mostly done in labs using actual asphalt mixtures. However, this is a very expensive and time consuming pro
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De statische wissel
De wissel die nooit faalt
Dit rapport behandelt een wissel die geen bewegende delen bezit en hierdoor geen controle circuit nodig heeft. Het rapport bezit een analyse van verschillende bestaande wissels en wisselconcepten, beide in hoofdspoor en tramspoor, om een evaluatie te geven van elk concept. Op dez
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Dynamic behaviour of slab track on pile foundation
Analysis method based on dynamic behaviour of a high-speed slab track and settlements in the substructure
In this master thesis the behaviour of a high speed railway track constructed on top of a pile foundation with settlements under a dynamic load has been analysed. Therefore, a model was developed in the software program DARTS, dynamic analysis of rail track structures. In DARTS t
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Plastic railway sleepers
Creating a finite element model for hybrid plastic railway sleepers
Railway sleepers form an important part of a classic track structure. Sleepers exists in their current form for a long time. The transition from wood to concrete sleeper has been made, but wood is still used and present in many track sections. As creosoted wooden sleepers are not
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Development of Condition Monitoring System for Railway Crossings
Condition Assessment and Degradation Detection for Guided Maintenance
Railway crossings are essential components of the railway track system that allow trains to switch from one track to another. Due to the complex wheel-rail interaction in the crossing panel, crossings are vulnerable elements of railway infrastructure and usually have short servic
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Long-Term Behaviour of Railway Crossings
Wheel-Rail Interaction and Rail Fatigue Life Prediction
Railway turnouts are important components of railway infrastructure as they provide flexibility and guidance to the rail traffic. Because of geometrical discontinuities in the crossing area of the turnouts, high impact forces due to passing wheels acting on the crossing nose can
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Wheel-Rail Interaction
Enhanced explicit finite element modelling, verification and validation
Nowadays, wheel-rail (W/R) interfaces are suffering from the practical problems (e.g. wear, rolling contact defects) with the increase of train speed and traffic density. For accurate prediction of wear and/or growth of rolling contact defects, rapid determination of detailed con
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