Curtin University Homepage
  • Library
  • Help
    • Admin

    espace - Curtin’s institutional repository

    JavaScript is disabled for your browser. Some features of this site may not work without it.
    View Item 
    • espace Home
    • espace
    • Curtin Research Publications
    • View Item
    • espace Home
    • espace
    • Curtin Research Publications
    • View Item

    Modelling of ballasted railway track foundations under train moving loads

    Access Status
    Fulltext not available
    Authors
    Abu Sayeed, M.
    Shahin, Mohamed
    Date
    2015
    Type
    Conference Paper
    
    Metadata
    Show full item record
    Citation
    Abu Sayeed, M. and Shahin, M. 2015. Modelling of ballasted railway track foundations under train moving loads, in Ramsay, G. (ed), 12th Australia New Zealand Conference on Geomechanics, Feb 22-25 2015, pp. 1012-1019. Wellington, New Zealand: New Zealand Geotechnical Society.
    Source Title
    12th Australia New Zealand Conference on Geomechanics
    Source Conference
    12th Australia New Zealand Conference on Geomechanics
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/30478
    Collection
    • Curtin Research Publications
    Abstract

    Recent congestion of highways in many countries around the world has led railways to become the most popular means of public transportation, which increased the demand for heavier and faster trains. This requires an investigation into the impact of various design parameters affecting the overall railway track performance. Such an investigation is very important for railway geotechnical engineers to arrive at an optimum plan for track design and maintenance. In this paper, a sophisticated three-dimensional (3D) finite element (FE) modelling is developed to investigate the dynamic response of ballasted railway track subjected to train moving loads. All components of the ballasted railway track system are represented including the rail, sleepers, ballast, sub-ballast and subgrade. The viscous quiet boundaries are used to represent infinite boundary conditions so as to absorb the train induced vibration waves at the boundaries. The FE modelling is validated using field measurement data. A detailed parametric study is carried out to investigate the effects of train speed, and modulus and thickness of ballast, sub-ballast and subgrade on track performance. The track response in terms of rail displacement, ballast, subballast and subgrade surface vertical stresses, surface subgrade strain and track stiffness are presented and their practical implications in relation to track design are discussed.

    Related items

    Showing items related by title, author, creator and subject.

    • Investigation into Some Design Aspects of Ballasted Railway Track Substructure
      Shahin, Mohamed (2008)
      Due to the daily congestion of highways, railways have become the most popular means of public transportation, which increased the demand for heavier and faster trains while keeping the cost of track maintenance at its ...
    • Design of ballasted railway track foundations using numerical modelling: Part I: Development
      Sayeed, M.; Shahin, Mohamed (2018)
      In this paper, a new design method is developed for ballasted railway track foundations that must support high-speed trains and heavy axle loads. The proposed method is intended to prevent the two most common track failures; ...
    • Investigation into impact of train speed for behaviour of ballasted railway track foundations
      Sayeed, M.; Shahin, Mohamed (2016)
      Traffic congestion of highways in many countries around the world has led railways to become the most popular means of public transportation, which increased the demand for faster and heavier trains. High-speed trains and ...
    Advanced search

    Browse

    Communities & CollectionsIssue DateAuthorTitleSubjectDocument TypeThis CollectionIssue DateAuthorTitleSubjectDocument Type

    My Account

    Admin

    Statistics

    Most Popular ItemsStatistics by CountryMost Popular Authors

    Follow Curtin

    • 
    • 
    • 
    • 
    • 

    CRICOS Provider Code: 00301JABN: 99 143 842 569TEQSA: PRV12158

    Copyright | Disclaimer | Privacy statement | Accessibility

    Curtin would like to pay respect to the Aboriginal and Torres Strait Islander members of our community by acknowledging the traditional owners of the land on which the Perth campus is located, the Whadjuk people of the Nyungar Nation; and on our Kalgoorlie campus, the Wongutha people of the North-Eastern Goldfields.