{"created":"2023-07-27T06:26:18.764945+00:00","id":9977,"links":{},"metadata":{"_buckets":{"deposit":"faa7b353-e373-4595-b21f-404243dd0cec"},"_deposit":{"created_by":3,"id":"9977","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9977"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00009977","sets":["934:935:936"]},"author_link":["14674","9852","104","130"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1989-08-15","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"431","bibliographicPageEnd":"958","bibliographicPageStart":"953","bibliographicVolumeNumber":"38","bibliographic_titles":[{"bibliographic_title":"材料=Journal of the Society of Materials Science, Japan"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Chloride permeability of concrete is one of the mjor factors that influence the corrosion of steel reinforcement in concrete. It has been confirmed that the chloride pereability of cement paste and mortar varies widely depending on the water: cement ratio, type of cement, curing condition and so on. However, there are only a few reports concerning the chloride permeability of concrete. This study aims at revealing the effect of curing condition on the chloride permeability of concrete in which Portland cement was replaced in various amounts by flyash and blastfurnace slag. The chloride permeability of concrete was determined by the accelerate chloride permeability test using a diffusion cell similar to that described in Federal Highway Administration report (FHWA/RD-81/119). In order to relate the porosity or pore size distribution of concrete to it chloride permeability, the mercury intrusion porosimetry measurements were alo conducted. The experimental results showed that the chloride permeability of concrete containing flyash and blastfurnace slag was high when the concrete was exposed to a low humidity at the early stage of curing. It was also found that the chloride permeability of concrete increased proportionally with increasing volume of pores larger than 0.1μm in diameter.","subitem_description_type":"Abstract"}]},"item_4_description_5":{"attribute_name":"提供者所属","attribute_value_mlt":[{"subitem_description":"金沢大学理工研究域環境デザイン学系","subitem_description_type":"Other"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本材料学会"}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://ci.nii.ac.jp/naid/110002297409/","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"日本材料学会；本文データは日本材料学会の許諾に基づきCiNiiから複製したものである"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00096175","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0514-5163","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"川村, 満紀"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"鳥居, 和之"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"五十嵐, 心一"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"藤井, 剛"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"TE-PR-TORII-K-953.pdf","filesize":[{"value":"550.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-TORII-K-953.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/9977/files/TE-PR-TORII-K-953.pdf"},"version_id":"ba7ffdad-d0f5-407b-be9b-a1d7962434c2"}]},"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":"フライアッシュおよび高炉スラグ微粉末を使用したコンクリートにおける養生条件の塩素イオン透過性に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"フライアッシュおよび高炉スラグ微粉末を使用したコンクリートにおける養生条件の塩素イオン透過性に及ぼす影響"},{"subitem_title":"Effect of Curing Condition on Chloride Permeability of Concrete Containing Flyash and Blastfurnace Slag","subitem_title_language":"en"}]},"item_type_id":"4","owner":"3","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"9977","relation_version_is_last":true,"title":["フライアッシュおよび高炉スラグ微粉末を使用したコンクリートにおける養生条件の塩素イオン透過性に及ぼす影響"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-07-28T01:45:38.686276+00:00"}