{"_buckets": {"deposit": "1509f2f4-b73f-4bc2-8d4d-bc23ab28d5f1"}, "_deposit": {"created_by": 15, "id": "8291", "owners": [15], "pid": {"revision_id": 0, "type": "depid", "value": "8291"}, "status": "published"}, "_oai": {"id": "oai:mie-u.repo.nii.ac.jp:00008291", "sets": ["639"]}, "author_link": ["20986", "20987", "20988", "20989"], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2007-02-20", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "270", "bibliographicPageStart": "264", "bibliographicVolumeNumber": "60", "bibliographic_titles": [{"bibliographic_title": "セメント・コンクリート論文集"}]}]}, "item_10001_description_19": {"attribute_name": "フォーマット", "attribute_value_mlt": [{"subitem_description": "application/pdf", "subitem_description_type": "Other"}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "本研究では、小粒径ポーラスコンクリートの強度をはじめとする各種特性の明確化と、それらの特性値に及ぼす骨材粒径の影響について検討した。骨材は粒径0.6〜1.2及び1.2〜2.5mmの砕石とし、一般的なポーラスコンクリートとの性能を比較するために5〜13mm(6号砕石)も使用した。実験の結果、骨材粒径が圧縮強度-全空隙率関係に及ぼす影響は小さく、曲げ強度-全空隙率関係は骨材粒径が小さいほど大きくなることが確認できた。また、一般的なポーラスコンクリートと比較し、透水性能は低下するものの保水及び揚水性能は高くなることが明らかとなった。", "subitem_description_type": "Abstract"}]}, "item_10001_description_6": {"attribute_name": "内容記述", "attribute_value_mlt": [{"subitem_description": "小粒径から大粒径まで包含したポーラスコンクリートの統一化理論の構築とその応用", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "セメント協会"}]}, "item_10001_relation_10": {"attribute_name": "ISBN", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "9784881750841", "subitem_relation_type_select": "ISBN"}}]}, "item_10001_relation_11": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "BN04640258", "subitem_relation_type_select": 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"download_preview_message": "", "file_order": 0, "filename": "40A7936.pdf", "filesize": [{"value": "5.8 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 5800000.0, "url": {"label": "40A7936.pdf", "url": "https://mie-u.repo.nii.ac.jp/record/8291/files/40A7936.pdf"}, "version_id": "6d931b32-6341-4b4a-88ec-22b3305c4c62"}]}, "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": "骨材粒径", "subitem_subject_scheme": "Other"}, {"subitem_subject": "圧縮強度", "subitem_subject_scheme": "Other"}, {"subitem_subject": "曲げ強度", "subitem_subject_scheme": "Other"}, {"subitem_subject": "透水係数", "subitem_subject_scheme": "Other"}, {"subitem_subject": "保水率", "subitem_subject_scheme": "Other"}, {"subitem_subject": "揚水率", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Porous concrete", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Particle size of aggregate", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Compressive strength", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Flexural strength", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Permeability coefficient", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Water retention rate", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Water pumping rate", "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": "小粒径ポーラスコンクリートの基礎的特性に関する実験的研究", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "小粒径ポーラスコンクリートの基礎的特性に関する実験的研究", "subitem_title_language": "ja"}]}, 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