Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/9186
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dc.contributor.authorToprak, Selçuk-
dc.contributor.authorNacaroğlu, E.-
dc.contributor.authorHelva, Volkan-
dc.contributor.authorKoç, Abdullah Cem-
dc.date.accessioned2019-08-16T12:58:48Z
dc.date.available2019-08-16T12:58:48Z
dc.date.issued2017-
dc.identifier.issn1311-5065-
dc.identifier.urihttps://hdl.handle.net/11499/9186-
dc.description.abstractBuried pipelines are important part of the infrastructure systems. These pipelines extent long distance and cover wide areas where they may be exposed to several hazards. This study presents design charts for the pipelines under longitudinal soil loading, such as lateral spreading due to liquefaction after an earthquake or landslides. The water pipeline damages in Christchurch, New Zealand after the 2010-2011 Canterbury earthquake sequence can be given as an example. Performance of buried pipelines during this type of loading is affected by many factors related to geotechnical properties of the surrounding soil and physical properties of pipe itself and its coating. Also the extent of moving ground and the magnitude of ground movement are important. Design charts (abaques) are expected to help engineers design straight continuous pipelines or analyse pipeline performance for expected longitudinal ground movements without performing finite element analysis or using analytical models.en_US
dc.language.isoenen_US
dc.publisherScibulcom Ltd.en_US
dc.relation.ispartofJournal of Environmental Protection and Ecologyen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBuried pipelineen_US
dc.subjectDesignen_US
dc.subjectEarthquakeen_US
dc.subjectPermanent ground deformation (PGD)en_US
dc.subjectburied structureen_US
dc.subjectdeformationen_US
dc.subjectearthquake damageen_US
dc.subjectground movementen_US
dc.subjectliquefactionen_US
dc.subjectloadingen_US
dc.subjectpipelineen_US
dc.subjectseismic designen_US
dc.subjectsoil-structure interactionen_US
dc.subjectCanterbury [South Island]en_US
dc.subjectChristchurch [Canterbury]en_US
dc.subjectNew Zealanden_US
dc.subjectSouth Islanden_US
dc.titleDesign charts for pipelines under longitudinal soil loadingen_US
dc.typeReviewen_US
dc.identifier.volume18en_US
dc.identifier.issue1en_US
dc.identifier.startpage63
dc.identifier.startpage63en_US
dc.identifier.endpage70en_US
dc.authorid0000-0001-7553-1373-
dc.authorid0000-0002-6704-9752-
dc.relation.publicationcategoryDiğeren_US
dc.identifier.scopus2-s2.0-85019470856en_US
dc.identifier.wosWOS:000401304800008en_US
dc.identifier.scopusqualityQ3-
dc.ownerPamukkale University-
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.openairetypeReview-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
crisitem.author.dept10.02. Civil Engineering-
crisitem.author.dept10.02. Civil Engineering-
crisitem.author.dept10.08. Geological Engineering-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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