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dc.contributor.authorGao, FP
dc.contributor.authorGu, XY
dc.contributor.authorJeng, DS
dc.contributor.authorTeo, HT
dc.date.accessioned2017-05-03T11:58:49Z
dc.date.available2017-05-03T11:58:49Z
dc.date.issued2002
dc.identifier.issn0141-1187
dc.identifier.doi10.1016/S0141-1187(02)00012-3
dc.identifier.urihttp://hdl.handle.net/10072/6657
dc.description.abstractIn this paper, a series of experiments have been conducted in a U-shaped oscillatory flow tunnel, which provides a more realistic simulation than the previous actuator loading methods. Based on the experimental data of pipe displacement with two different constraint conditions (freely laid pipelines and anti-rolling pipelines), three characteristic times in the process of pipeline losing stability are identified. The effects of sand size on the pipeline lateral stability are examined for freely laid pipelines. The empirical relationships between non-dimensional pipeline weight (G) and Froude number (Frb) are established for different constraint conditions, which will provide a guide for engineering practice.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.languageEnglish
dc.language.isoeng
dc.publisherElsevier Science
dc.publisher.placeUK
dc.relation.ispartofpagefrom83
dc.relation.ispartofpageto90
dc.relation.ispartofissue2
dc.relation.ispartofjournalApplied Ocean Research
dc.relation.ispartofvolume24
dc.subject.fieldofresearchOceanography
dc.subject.fieldofresearchCivil Engineering
dc.subject.fieldofresearchResources Engineering and Extractive Metallurgy
dc.subject.fieldofresearchcode0405
dc.subject.fieldofresearchcode0905
dc.subject.fieldofresearchcode0914
dc.titleAn experimental study for wave-induced instability of pipelines: The breakout of pipelines
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.date.issued2015-02-12T00:44:39Z
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng
gro.griffith.authorTeo, Liza


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