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    Piles as Barriers for Elastic Waves

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author:
    Javier Avilés
    ,
    Francisco J. Sánchez‐Sesma
    DOI: 10.1061/(ASCE)0733-9410(1983)109:9(1133)
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical study is presented on the usefulness of a row of rigid piles as an isolating barrier for elastic waves. The problem is formulated as one of multiple scattering and diffraction. A set of cylindrical coordinate systems is used in such a way that it allows solving in an exact form the problem of multiple scattering for circular cross‐sections. Some numerical results are presented. The effectiveness of this isolation system is discussed.
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      Piles as Barriers for Elastic Waves

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/19440
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    contributor authorJavier Avilés
    contributor authorFrancisco J. Sánchez‐Sesma
    date accessioned2017-05-08T20:33:22Z
    date available2017-05-08T20:33:22Z
    date copyrightSeptember 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A9%281133%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19440
    description abstractA theoretical study is presented on the usefulness of a row of rigid piles as an isolating barrier for elastic waves. The problem is formulated as one of multiple scattering and diffraction. A set of cylindrical coordinate systems is used in such a way that it allows solving in an exact form the problem of multiple scattering for circular cross‐sections. Some numerical results are presented. The effectiveness of this isolation system is discussed.
    publisherAmerican Society of Civil Engineers
    titlePiles as Barriers for Elastic Waves
    typeJournal Paper
    journal volume109
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:9(1133)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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