摘要
Seismicgroundfaultingisthegreatesthazardforcontinuousburiedpipelines.Overtheyears,researchershaveattemptedtounderstandpipelinebehaviormostlyvianumericalmodelingsuchasthefiniteelementmethod.Thelackofwell-documentedfieldcasehistoriesofpipelinefailurefromseismicgroundfaultingandthecostandcomplicatedfacilitiesneededforfull-scaleexperimentalsimulationmeanthatacentrifuge-basedmethodtodeterminethebehaviorofpipelinessubjectedtofaultingisbesttoverifynumericalapproaches.Thispaperpresentsresultsfromthreecentrifugetestsdesignedtoinvestigatecontinuousburiedsteelpipelinebehaviorsubjectedtonormalfaulting.Theexperimentalsetupandprocedurearedescribedandtherecordedaxialandbendingstrainsinducedinapipelinearepresentedandcomparedtothoseobtainedviaanalyticalmethods.Theinfluenceoffactorssuchasfaultingoffset,burialdepthandpipediameterontheaxialandbendingstrainsofpipesandongroundsoilfailureandpipelinedeformationpatternsarealsoinvestigated.Finally,thetensileruptureofapipelineduetonormalfaultingisinvestigated.
出版日期
2013年01月11日(中国期刊网平台首次上网日期,不代表论文的发表时间)