YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical and Geoenvironmental Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Enhancing Rail Track Performance Using Recycled Rubber Energy-Absorbing Grids: Laboratory and Field Evidence

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 007::page 04025060-1
    Author:
    Suwan Hettiyahandi
    ,
    Buddhima Indraratna
    ,
    Trung Ngo
    ,
    Yujie Qi
    ,
    Chathuri Arachchige
    DOI: 10.1061/JGGEFK.GTENG-13161
    Publisher: American Society of Civil Engineers
    Abstract: Rail tracks deteriorate over time due to dynamic wheel loads, a process that necessitates frequent and costly maintenance. This paper presents the results of laboratory and field tests on the application of a recycled rubber energy-absorbing grid (REAG), made from conveyor belts previously used in mining to enhance the performance of ballasted tracks. These rubber grids having square apertures made with a waterjet cutting technique were evaluated under simulated cyclic loads from heavy, high-speed trains using a large-scale process simulation testing apparatus (PSTA). The laboratory data indicate that REAG significantly improves track performance by providing substantial energy absorption and enhanced particle interlocking. The test data also show that REAGs reduce lateral displacement, settlement, and ballast breakage, as well as enhance the resilient track modulus (MRT) and energy dissipation per load cycle (Ed) of the track. Empirical models were then developed and calibrated with the laboratory results to predict the MRT and cumulative energy dissipation after 250,000 cycles considering the role of REAG under cyclic loading. To validate the effectiveness of REAG in real-world conditions, a fully instrumented track section was constructed at Chullora, New South Wales, Australia. Field testing demonstrated that REAG placed underneath the ballast layer reduced settlement (by 18.3%) and vertical stress (up to 27%) in the sleeper-ballast and ballast-capping interfaces, as well as the acceleration measured on the sleepers, providing a promising solution to reduce the noise and vibration of railway tracks.
    • Download: (15.94Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Enhancing Rail Track Performance Using Recycled Rubber Energy-Absorbing Grids: Laboratory and Field Evidence

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4307429
    Collections
    • Journal of Geotechnical and Geoenvironmental Engineering

    Show full item record

    contributor authorSuwan Hettiyahandi
    contributor authorBuddhima Indraratna
    contributor authorTrung Ngo
    contributor authorYujie Qi
    contributor authorChathuri Arachchige
    date accessioned2025-08-17T22:46:31Z
    date available2025-08-17T22:46:31Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherJGGEFK.GTENG-13161.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307429
    description abstractRail tracks deteriorate over time due to dynamic wheel loads, a process that necessitates frequent and costly maintenance. This paper presents the results of laboratory and field tests on the application of a recycled rubber energy-absorbing grid (REAG), made from conveyor belts previously used in mining to enhance the performance of ballasted tracks. These rubber grids having square apertures made with a waterjet cutting technique were evaluated under simulated cyclic loads from heavy, high-speed trains using a large-scale process simulation testing apparatus (PSTA). The laboratory data indicate that REAG significantly improves track performance by providing substantial energy absorption and enhanced particle interlocking. The test data also show that REAGs reduce lateral displacement, settlement, and ballast breakage, as well as enhance the resilient track modulus (MRT) and energy dissipation per load cycle (Ed) of the track. Empirical models were then developed and calibrated with the laboratory results to predict the MRT and cumulative energy dissipation after 250,000 cycles considering the role of REAG under cyclic loading. To validate the effectiveness of REAG in real-world conditions, a fully instrumented track section was constructed at Chullora, New South Wales, Australia. Field testing demonstrated that REAG placed underneath the ballast layer reduced settlement (by 18.3%) and vertical stress (up to 27%) in the sleeper-ballast and ballast-capping interfaces, as well as the acceleration measured on the sleepers, providing a promising solution to reduce the noise and vibration of railway tracks.
    publisherAmerican Society of Civil Engineers
    titleEnhancing Rail Track Performance Using Recycled Rubber Energy-Absorbing Grids: Laboratory and Field Evidence
    typeJournal Article
    journal volume151
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13161
    journal fristpage04025060-1
    journal lastpage04025060-18
    page18
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 007
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian