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    New Orleans Levee System Performance during Hurricane Katrina: London Avenue and Orleans Canal South

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author:
    Javier Ubilla
    ,
    Tarek Abdoun
    ,
    Inthuorn Sasanakul
    ,
    Michael Sharp
    ,
    Scott Steedman
    ,
    Wipawi Vanadit-Ellis
    ,
    Thomas Zimmie
    DOI: 10.1061/(ASCE)1090-0241(2008)134:5(668)
    Publisher: American Society of Civil Engineers
    Abstract: Hurricane Katrina was one of the worst natural disasters in U.S. history. The effects of the hurricane were particularly devastating in the city of New Orleans. Most of the damage was due to the failure of the levee system that surrounds the city to protect it from flooding. This paper presents the results of centrifuge models conducted at Rensselaer Polytechnic Institute and the U.S. Army Corps of Engineers simulating the behavior of the levees at London Avenue North and South that failed during Hurricane Katrina. Those levees failed without being overtopped by the storm surge. Also included are the results of a centrifuge model of one levee section at Orleans Canal South, which did not fail during the hurricane. The key factor of the failure mechanism of the London Avenue levees was the formation of a gap between the flooded side of the levee and the sheetpile. This gap triggered a reduction of the strength at the foundation of the protected side of the levee. The results are fully consistent with field observations.
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      New Orleans Levee System Performance during Hurricane Katrina: London Avenue and Orleans Canal South

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53343
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJavier Ubilla
    contributor authorTarek Abdoun
    contributor authorInthuorn Sasanakul
    contributor authorMichael Sharp
    contributor authorScott Steedman
    contributor authorWipawi Vanadit-Ellis
    contributor authorThomas Zimmie
    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%28668%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53343
    description abstractHurricane Katrina was one of the worst natural disasters in U.S. history. The effects of the hurricane were particularly devastating in the city of New Orleans. Most of the damage was due to the failure of the levee system that surrounds the city to protect it from flooding. This paper presents the results of centrifuge models conducted at Rensselaer Polytechnic Institute and the U.S. Army Corps of Engineers simulating the behavior of the levees at London Avenue North and South that failed during Hurricane Katrina. Those levees failed without being overtopped by the storm surge. Also included are the results of a centrifuge model of one levee section at Orleans Canal South, which did not fail during the hurricane. The key factor of the failure mechanism of the London Avenue levees was the formation of a gap between the flooded side of the levee and the sheetpile. This gap triggered a reduction of the strength at the foundation of the protected side of the levee. The results are fully consistent with field observations.
    publisherAmerican Society of Civil Engineers
    titleNew Orleans Levee System Performance during Hurricane Katrina: London Avenue and Orleans Canal South
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:5(668)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    contenttypeFulltext
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