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dc.contributor.authorEdvardsen, Laura
dc.contributor.authorBhuiyan, Mohammad Hossain
dc.contributor.authorCerasi, Pierre
dc.contributor.authorBjørge, Ruben
dc.date.accessioned2022-04-29T08:12:36Z
dc.date.available2022-04-29T08:12:36Z
dc.date.created2021-09-16T15:34:17Z
dc.date.issued2021
dc.identifier.citationRock Mechanics and Rock Engineering. 2021, 54 6123-6133.en_US
dc.identifier.issn0723-2632
dc.identifier.urihttps://hdl.handle.net/11250/2993336
dc.description.abstractThe Draupne shale is a rock formation functioning as overburden for gas reservoirs in the Norwegian Sea and potentially as caprock for future CO2 storage locations as well. In this paper, the Draupne shale was exposed to several fluids: CO2 gas, supercritical CO2, CO2 gas dissolved in brine, supercritical CO2 dissolved in brine, as well as brine and dry air. The motivation for the exposure tests was to investigate whether injected CO2 in a reservoir coming into contact with the caprock could change the caprock’s mechanical properties and increase the risk for leakage of the stored CO2. In addition, a systematic exposure study will provide more insight into the various processes susceptible of altering the shale’s shear strength and acoustic velocity, such as clay hydration, mineral dissolution, and capillary forces. Due to the low permeability of the shale, experiments were conducted on mm-sized disk samples, reducing fluid diffusion into the shale, and allowing for many repeated tests on disks close by in the original core. The punch method, where a small circle is punched out of the shale, was used to assess shear strength, while continuous wave technique was used to assess ultrasonic velocity. Results show that the shale is not noticeably sensitive to CO2, in the sense that no additional weakening is observed in the presence of CO2 as compared to brine exposure. This last weakening effect is probably due to poor matching between pore fluid salinity and exposure brine strength.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.subjectShear strengthen_US
dc.subjectShale strengthen_US
dc.subjectShale caprocken_US
dc.subjectCO2 storageen_US
dc.titleFast Evaluation of Caprock Strength Sensitivity to Different CO2 Solutions Using Small Sample Techniquesen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holder© The Author(s) 2021en_US
dc.source.pagenumber6123-6133en_US
dc.source.volume54en_US
dc.source.journalRock Mechanics and Rock Engineeringen_US
dc.identifier.doi10.1007/s00603-021-02641-6
dc.identifier.cristin1935028
dc.relation.projectNorges forskningsråd: 268445en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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