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    Model Testing of Two-Layer Railway Track Ballast

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author:
    William Fergus Anderson
    ,
    Andrew John Key
    DOI: 10.1061/(ASCE)1090-0241(2000)126:4(317)
    Publisher: American Society of Civil Engineers
    Abstract: Railway track ballast requires regular attention to maintain line and level. A recently developed maintenance method, known as pneumatic ballast injection (PBI) or stoneblowing, re-levels and realigns the track by lifting the sleepers and track and blowing smaller size gravel between the ballast and the base of the sleeper. This creates a two-layer ballast bed. Series of large-scale model tests have been carried out to gain a better understanding of the behavior of such a bed under repeated loading. The results confirm that stoneblowing is a better form of track maintenance than the commonly used ballast tamping method, but the size and type of stone and the thickness of the injected layer are of critical importance in determining the postmaintenance behavior.
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      Model Testing of Two-Layer Railway Track Ballast

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    contributor authorWilliam Fergus Anderson
    contributor authorAndrew John Key
    date accessioned2017-05-08T21:26:58Z
    date available2017-05-08T21:26:58Z
    date copyrightApril 2000
    date issued2000
    identifier other%28asce%291090-0241%282000%29126%3A4%28317%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51880
    description abstractRailway track ballast requires regular attention to maintain line and level. A recently developed maintenance method, known as pneumatic ballast injection (PBI) or stoneblowing, re-levels and realigns the track by lifting the sleepers and track and blowing smaller size gravel between the ballast and the base of the sleeper. This creates a two-layer ballast bed. Series of large-scale model tests have been carried out to gain a better understanding of the behavior of such a bed under repeated loading. The results confirm that stoneblowing is a better form of track maintenance than the commonly used ballast tamping method, but the size and type of stone and the thickness of the injected layer are of critical importance in determining the postmaintenance behavior.
    publisherAmerican Society of Civil Engineers
    titleModel Testing of Two-Layer Railway Track Ballast
    typeJournal Paper
    journal volume126
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2000)126:4(317)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 004
    contenttypeFulltext
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