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    Geologic Conditions Underlying the 2005 17th Street Canal Levee Failure in New Orleans

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author:
    J. D. Rogers
    ,
    G. P. Boutwell
    ,
    D. W. Schmitz
    ,
    D. Karadeniz
    ,
    C. M. Watkins
    ,
    A. G. Athanasopoulos-Zekkos
    ,
    D. Cobos-Roa
    DOI: 10.1061/(ASCE)1090-0241(2008)134:5(583)
    Publisher: American Society of Civil Engineers
    Abstract: A careful program of subsurface sampling and cone penetration test soundings was employed to characterize the geologic conditions beneath the failed portion of the 17th Street Canal levee in New Orleans, where a
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      Geologic Conditions Underlying the 2005 17th Street Canal Levee Failure in New Orleans

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53336
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJ. D. Rogers
    contributor authorG. P. Boutwell
    contributor authorD. W. Schmitz
    contributor authorD. Karadeniz
    contributor authorC. M. Watkins
    contributor authorA. G. Athanasopoulos-Zekkos
    contributor authorD. Cobos-Roa
    date accessioned2017-05-08T21:29:13Z
    date available2017-05-08T21:29:13Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A5%28583%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53336
    description abstractA careful program of subsurface sampling and cone penetration test soundings was employed to characterize the geologic conditions beneath the failed portion of the 17th Street Canal levee in New Orleans, where a
    publisherAmerican Society of Civil Engineers
    titleGeologic Conditions Underlying the 2005 17th Street Canal Levee Failure in New Orleans
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:5(583)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    contenttypeFulltext
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