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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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