{"created":"2023-06-20T15:40:43.958500+00:00","id":986,"links":{},"metadata":{"_buckets":{"deposit":"f2434250-9526-416b-af17-c6cce1ac8093"},"_deposit":{"created_by":17,"id":"986","owners":[17],"pid":{"revision_id":0,"type":"depid","value":"986"},"status":"published"},"_oai":{"id":"oai:nagano-nct.repo.nii.ac.jp:00000986","sets":["3:69"]},"author_link":["33","37","38","42","1961","1962"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2016-06-30","bibliographicIssueDateType":"Issued"},"bibliographicPageStart":"1-10","bibliographicVolumeNumber":"50","bibliographic_titles":[{"bibliographic_title":"長野工業高等専門学校紀要"},{"bibliographic_title":"Memoirs of Nagano National College of Technology","bibliographic_titleLang":"en"}]}]},"item_10002_description_19":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Currently, waste concrete have been crushed, and adjusted particle size to 40(mm) or less degree (in general these are called RC40), and these are applied roadbed material. But, demand for RC40 is low, because road construction is decreasing. Therefore, we propose to use RC40 to porous concrete (as following PoC). RC40 are mixed soil. When producing PoC, which required strength are small, applied RC40, it is problem that fluid degree decrease on mortar which are affected by quantity of mixed soil. In this research, changing ratio of soil to mix with RC40, applying there RC40 to produce PoC, consideration of strength of mortar and PoC for various mixing ratio of soil.","subitem_description_type":"Abstract"}]},"item_10002_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MARUYAMA, Kentaroh"}]},{"nameIdentifiers":[{"nameIdentifier":"38","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ENDOH, Norio"}]},{"nameIdentifiers":[{"nameIdentifier":"1962","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SHIOBARA, Yuuki"}]}]},"item_10002_heading_23":{"attribute_name":"見出し","attribute_value_mlt":[{"subitem_heading_banner_headline":"学術論文","subitem_heading_language":"ja"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長野工業高等専門学校"}]},"item_10002_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA1259397X","subitem_source_identifier_type":"NCID"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1882-9155","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"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":"丸山, 健太郎"}],"nameIdentifiers":[{"nameIdentifier":"37","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"遠藤, 典男"}],"nameIdentifiers":[{"nameIdentifier":"33","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"塩原, 祐希"}],"nameIdentifiers":[{"nameIdentifier":"1961","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-07-07"}],"displaytype":"detail","filename":"50_1-10.pdf","filesize":[{"value":"497.6 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"50_1-10","url":"https://nagano-nct.repo.nii.ac.jp/record/986/files/50_1-10.pdf"},"version_id":"1eba2d88-8951-45dc-bbd4-51030c5c04df"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"ポーラスコンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"RC40","subitem_subject_scheme":"Other"},{"subitem_subject":"土試料混合","subitem_subject_scheme":"Other"},{"subitem_subject":"圧縮強度","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"再生骨材RC40を用いたポーラスコンクリート作製における土試料混入の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"再生骨材RC40を用いたポーラスコンクリート作製における土試料混入の影響"}]},"item_type_id":"10002","owner":"17","path":["69"],"pubdate":{"attribute_name":"公開日","attribute_value":"2016-07-07"},"publish_date":"2016-07-07","publish_status":"0","recid":"986","relation_version_is_last":true,"title":["再生骨材RC40を用いたポーラスコンクリート作製における土試料混入の影響"],"weko_creator_id":"17","weko_shared_id":-1},"updated":"2023-06-20T15:52:28.170148+00:00"}