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dc.contributor.author奈良, 禎太ja
dc.contributor.author加藤, 昌治ja
dc.contributor.author佐藤, 努ja
dc.contributor.author河野, 勝宣ja
dc.contributor.author佐藤, 稔紀ja
dc.contributor.alternativeNARA, Yoshitakaen
dc.contributor.alternativeKATO, Masajien
dc.contributor.alternativeSATO, Tsutomuen
dc.contributor.alternativeKOHNO, Masanorien
dc.contributor.alternativeSATO, Toshinorien
dc.date.accessioned2023-06-22T04:08:27Z-
dc.date.available2023-06-22T04:08:27Z-
dc.date.issued2022-04-
dc.identifier.urihttp://hdl.handle.net/2433/283410-
dc.description.abstractIt is important to understand the long-term migration of radionuclides when considering rock engineering projects such as the geological disposal of radioactive waste. The network of fractures and pores in a rock mass plays a major role in fluid migration as it provides a pathway for fluid flow. The geometry of a network can change due to fracture sealing by some fine-grained materials over long-term periods. Groundwater usually contains finegrained minerals such as clay minerals, and it is probable that the accumulation of such minerals occurs within a rock fracture upon groundwater flow, thereby decreasing the aperture of a fracture and the permeability. It is therefore essential to conduct permeability measurements using water that includes fine-grained minerals to understand the permeability characteristics of a rock; however, this has not been studied to date. In the present study, we use a macro-fractured granite sample to investigate the change of permeability that occurs under the flow of water that includes two different amounts of clay. Findings showed that clay accumulated in a fracture and that the permeability (hydraulic conductivity) of the granite sample decreased over time, which was greater in for the higher clay content. We concluded that the accumulation of clay minerals in the fracture decreased the permeability of the rock. Furthermore, we consider that the filling and closure of fractures in rock is possible under the flow of groundwater that includes clay minerals.en
dc.language.isojpn-
dc.publisher資源・素材学会ja
dc.publisher.alternativeMining and Materials Processing Institute of Japanen
dc.rights© 2022 The Mining and Materials Processing Institute of Japanen
dc.rightsこの記事はクリエイティブ・コモンズ [表示 - 非営利 - 改変禁止 4.0 国際]ライセンスの下に提供されています。ja
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/deed.ja-
dc.subject透水係数ja
dc.subject花崗岩ja
dc.subjectき裂ja
dc.subject粘土ja
dc.subjectPermeabilityen
dc.subjectGraniteen
dc.subjectFractureen
dc.subjectClayen
dc.title粘土を含む水が流れる条件下での巨視き裂を含む花崗岩の透水係数の変化ja
dc.title.alternativePermeability change in macro-fractured granite using water including clayen
dc.typejournal article-
dc.type.niitypeJournal Article-
dc.identifier.jtitleJournal of MMIJja
dc.identifier.volume138-
dc.identifier.issue4-
dc.identifier.spage44-
dc.identifier.epage50-
dc.relation.doi10.2473/journalofmmij.138.44-
dc.textversionpublisher-
dcterms.accessRightsopen access-
datacite.awardNumber19K04596-
datacite.awardNumber.urihttps://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-19K04596/-
dc.identifier.pissn1881-6118-
dc.identifier.eissn1884-0450-
jpcoar.funderName日本学術振興会ja
jpcoar.awardTitle持続可能な鉱物析出による材料強靭化-岩盤・構造物長期安全利用-環境保全技術の創出ja
出現コレクション:学術雑誌掲載論文等

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