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    Investigating the Optimized Open V-Shaped Trench Performance in Reduction of Train-Induced Ground Vibrations

    Source: International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 003
    Author:
    Morteza
    ,
    Esmaeili
    ,
    Jabbar Ali
    ,
    Zakeri
    ,
    Seyed Ali
    ,
    Mosayebi
    DOI: 10.1061/(ASCE)GM.1943-5622.0000331
    Publisher: American Society of Civil Engineers
    Abstract: An effective strategy in reducing train-induced vibrations on neighboring structures is to use open trenches on both sides of the railway lines. This paper investigates the effect of the trench’s shape on its performance. For this purpose, a V-shaped trench was first modeled using finite-element code, and its efficiency was confirmed in reducing the induced vibrations caused by passing the MD36 passenger bogie in comparison with a rectangular-shaped trench. In this regard, results indicate that the maximum values of the amplitude reduction ratio (
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      Investigating the Optimized Open V-Shaped Trench Performance in Reduction of Train-Induced Ground Vibrations

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61732
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    contributor authorMorteza
    contributor authorEsmaeili
    contributor authorJabbar Ali
    contributor authorZakeri
    contributor authorSeyed Ali
    contributor authorMosayebi
    date accessioned2017-05-08T21:46:02Z
    date available2017-05-08T21:46:02Z
    date copyrightJune 2014
    date issued2014
    identifier other%28asce%29gm%2E1943-5622%2E0000348.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61732
    description abstractAn effective strategy in reducing train-induced vibrations on neighboring structures is to use open trenches on both sides of the railway lines. This paper investigates the effect of the trench’s shape on its performance. For this purpose, a V-shaped trench was first modeled using finite-element code, and its efficiency was confirmed in reducing the induced vibrations caused by passing the MD36 passenger bogie in comparison with a rectangular-shaped trench. In this regard, results indicate that the maximum values of the amplitude reduction ratio (
    publisherAmerican Society of Civil Engineers
    titleInvestigating the Optimized Open V-Shaped Trench Performance in Reduction of Train-Induced Ground Vibrations
    typeJournal Paper
    journal volume14
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000331
    treeInternational Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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