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    Impedances of Soil Layer with Disturbed Boundary Zone

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author:
    Anestis S. Veletsos
    ,
    Kirk W. Dotson
    DOI: 10.1061/(ASCE)0733-9410(1986)112:3(363)
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic impedances of a vertically or torsionally excited viscoelastic soil layer with a thin disturbed zone around the edge of a central circular hole are evaluated and compared, over a range of parameters, with those obtained by a previously proposed, simpler analysis in which the mass of the disturbed zone is neglected. It is shown that the results of the two approaches may differ significantly, and that the simpler solution should be used only with the greatest possible care.
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      Impedances of Soil Layer with Disturbed Boundary Zone

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19888
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    contributor authorAnestis S. Veletsos
    contributor authorKirk W. Dotson
    date accessioned2017-05-08T20:34:16Z
    date available2017-05-08T20:34:16Z
    date copyrightMarch 1986
    date issued1986
    identifier other%28asce%290733-9410%281986%29112%3A3%28363%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19888
    description abstractThe dynamic impedances of a vertically or torsionally excited viscoelastic soil layer with a thin disturbed zone around the edge of a central circular hole are evaluated and compared, over a range of parameters, with those obtained by a previously proposed, simpler analysis in which the mass of the disturbed zone is neglected. It is shown that the results of the two approaches may differ significantly, and that the simpler solution should be used only with the greatest possible care.
    publisherAmerican Society of Civil Engineers
    titleImpedances of Soil Layer with Disturbed Boundary Zone
    typeJournal Paper
    journal volume112
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:3(363)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 003
    contenttypeFulltext
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