{"created":"2021-03-01T05:59:40.748759+00:00","id":7228,"links":{},"metadata":{"_buckets":{"deposit":"929c55f0-248b-4320-84a8-4d5db6785fef"},"_deposit":{"id":"7228","owners":[],"pid":{"revision_id":0,"type":"depid","value":"7228"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00007228","sets":["1:86"]},"author_link":["37046","37047","37048","37043","37044","37045"],"item_1646810750418":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"284","bibliographicPageStart":"279","bibliographicVolumeNumber":"57","bibliographic_titles":[{"bibliographic_title":"Cement Science and Concrete Technology"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究では､海水中と淡水中における凍結融解の繰返しがコンクリートのスケーリングに及ぼす相違を明らかにすることを目的とし､水セメント比が異なる供試体を用いて最低温度が異なる凍結融解試験を行った｡その結果､海水浸漬供試体にスケーリングが多く発生し､その傾向は水セメント比が高く凍結融解試験の最低温度が低いほど顕著となった｡この原因について検討した結果､水セメント比の高いセメントペーストマトリックスに海水が浸入すると細孔の飽水度が高くなり､温度の低い凍結融解試験を受けることによってさらに海水が浸入し､スケーリングが多く発生することを明らかにした｡","subitem_description_type":"Abstract"}]},"item_3_description_194":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"37046","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KATOH, Rina","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"37047","nameIdentifierScheme":"WEKO"}],"names":[{"name":"AYUTA, 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耕一","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"猪狩, 平三郎","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"CSCT_057_2003.pdf","filesize":[{"value":"438.2 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ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"Frozen water content","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"セメントペーストマトリックスへの海水の浸入がスケーリングに及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"セメントペーストマトリックスへの海水の浸入がスケーリングに及ぼす影響","subitem_title_language":"ja"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-12-25"},"publish_date":"2007-12-25","publish_status":"0","recid":"7228","relation_version_is_last":true,"title":["セメントペーストマトリックスへの海水の浸入がスケーリングに及ぼす影響"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:20:39.816240+00:00"}