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contributor authorHoe I. Ling
contributor authorYoshiyuki Mohri
contributor authorToshinori Kawabata
contributor authorHuabei Liu
contributor authorChristopher Burke
contributor authorLixun Sun
date accessioned2017-05-08T21:27:36Z
date available2017-05-08T21:27:36Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A12%281092%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52280
description abstractThis study focused on the behavior of a large-diameter burial pipe with special reference to its stability against flotation subject to soil liquefaction. Centrifugal modeling technique was used where the results are presented for a total of eight shaking table tests conducted on the burial pipe in a laminar box under
publisherAmerican Society of Civil Engineers
titleCentrifugal Modeling of Seismic Behavior of Large-Diameter Pipe in Liquefiable Soil
typeJournal Paper
journal volume129
journal issue12
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:12(1092)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
contenttypeFulltext


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