Centrifugal Modeling of Seismic Behavior of Large-Diameter Pipe in Liquefiable SoilSource: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012Author:Hoe I. Ling
,
Yoshiyuki Mohri
,
Toshinori Kawabata
,
Huabei Liu
,
Christopher Burke
,
Lixun Sun
DOI: 10.1061/(ASCE)1090-0241(2003)129:12(1092)Publisher: American Society of Civil Engineers
Abstract: This 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
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contributor author | Hoe I. Ling | |
contributor author | Yoshiyuki Mohri | |
contributor author | Toshinori Kawabata | |
contributor author | Huabei Liu | |
contributor author | Christopher Burke | |
contributor author | Lixun Sun | |
date accessioned | 2017-05-08T21:27:36Z | |
date available | 2017-05-08T21:27:36Z | |
date copyright | December 2003 | |
date issued | 2003 | |
identifier other | %28asce%291090-0241%282003%29129%3A12%281092%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52280 | |
description abstract | This 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 | |
publisher | American Society of Civil Engineers | |
title | Centrifugal Modeling of Seismic Behavior of Large-Diameter Pipe in Liquefiable Soil | |
type | Journal Paper | |
journal volume | 129 | |
journal issue | 12 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)1090-0241(2003)129:12(1092) | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012 | |
contenttype | Fulltext |