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dc.contributor.authorBerntsen, Andreas Nicolas
dc.contributor.authorPapamichos, Euripides
dc.contributor.authorXie, Xiyang
dc.contributor.authorLi, Gang
dc.contributor.authorYao, Ziheng
dc.date.accessioned2024-04-10T13:38:55Z
dc.date.available2024-04-10T13:38:55Z
dc.date.created2023-10-09T15:43:40Z
dc.date.issued2023
dc.identifier.citationRock Mechanics and Rock Engineering. 2023, 56, 6959-6982.en_US
dc.identifier.issn0723-2632
dc.identifier.urihttps://hdl.handle.net/11250/3125860
dc.description.abstractIn a cased hole gravel pack completion, perforations are packed with proppant to both mechanically support the perforation cavity, and to filter any produced sand before it reaches the surface. Poor perforation packing sometimes occurs in which the perforation is partially or completely unsupported, leading to earlier productivity reduction than in cases of good packing. We investigated productivity reduction and the associated mechanisms in a series of hollow cylinder experiments on outcrop and field cores with varying proppant packing. Packed perforations maintained significantly higher productivity than unsupported perforations by preventing macroscopic shear failure around the cavity and erosion due to sand production. Partial packing may in some instances maintain productivity almost as well as complete packing, but this likely depends on perforation orientation. Compaction tests and numerical simulations suggest that compaction failure is unlikely at the cavity wall in the current experiments, and that proppant-formation interface damage or proppant filtering of produced sand are more probable explanations for the productivity reduction seen in packed perforations.en_US
dc.language.isoengen_US
dc.publisherSpinger Natureen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleProductivity Decline Mechanisms in Gravel Packed Perforationsen_US
dc.title.alternativeProductivity Decline Mechanisms in Gravel Packed Perforationsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holder© The Author(s) 2023. Published by Springer Nature.en_US
dc.source.pagenumber6959-6982en_US
dc.source.volume56en_US
dc.source.journalRock Mechanics and Rock Engineeringen_US
dc.identifier.doi10.1007/s00603-023-03456-3
dc.identifier.cristin2183011
dc.relation.projectNorges forskningsråd: 268159en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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