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contributor authorJinoh Won
contributor authorSudarshan Adhikari
contributor authorChung R. Song
contributor authorAlexander H.-D. Cheng
contributor authorAhmed Al-Ostaz
date accessioned2017-05-08T21:47:09Z
date available2017-05-08T21:47:09Z
date copyrightAugust 2011
date issued2011
identifier other%28asce%29gt%2E1943-5606%2E0000508.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62275
description abstractT-walls in New Orleans survived Hurricane Katrina whereas I-walls obviously failed in several sections. However, it is still unclear whether these T-walls truly survived the hurricane with a fair amount of safety margins or barely survived it with undetected damages. The initial design of T-walls was based on simplified loading conditions with limited consideration of soil-structure interaction. In this study, three-dimensional (3D) numerical analyses were conducted, incorporating realistic loading conditions and soil-structure interactions but with time-saving techniques to evaluate the detailed behavior of T-walls. This paper addressed the procedure of innovative 3D numerical analyses and important findings by using special structural elements in
publisherAmerican Society of Civil Engineers
titleEvaluation of a T-Wall Section in New Orleans Considering 3D Soil-Structure Interaction
typeJournal Paper
journal volume137
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000491
treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
contenttypeFulltext


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