{"created":"2023-06-19T11:41:11.123850+00:00","id":1435,"links":{},"metadata":{"_buckets":{"deposit":"6973e201-1965-4162-a405-a8be753e58e8"},"_deposit":{"created_by":14,"id":"1435","owners":[14],"pid":{"revision_id":0,"type":"depid","value":"1435"},"status":"published"},"_oai":{"id":"oai:setsunan.repo.nii.ac.jp:00001435","sets":["120:133:243:244"]},"author_link":["2650","2651","2649","2652"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2022-02","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"84","bibliographicPageStart":"75","bibliographicVolumeNumber":"7","bibliographic_titles":[{"bibliographic_title":"摂南大学　融合科学研究所論文集"},{"bibliographic_title":"Bulletin of the Transdisciplinary and Interdisciplinary Science Research Institute, Setsunan University","bibliographic_titleLang":"en"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The purpose of this study is to understand the relationship between the amount of frozen /  unfrozen water in a saturated fine-grained soil and its consolidation characteristics. In this  study,we compared and examined the relationship between the frozen / unfrozen void ratio and  the geotechnical engineering properties (compression index, coefficient of permeability and coefficient of volume change) of a fine-grained soil (Shirotsuchi clay). It was revealed that the  newly proposed frozen void ratio was related to the geotechnical engineering properties, and  the unfrozen void ratio has no relation to them. Therefore, it was considered that the free water  represented by frozen void ratio governs the consolidation characteristics.","subitem_description_type":"Abstract"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2432-5031","subitem_source_identifier_type":"ISSN"}]},"item_10002_text_24":{"attribute_name":"記事種別","attribute_value_mlt":[{"subitem_text_value":"研究論文"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"鈴木, 和也"},{"creatorName":"スズキ, カズヤ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"伊藤, 譲"},{"creatorName":"イトウ, ユズル","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"SUZUKI, Kazuya","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"ITO, Yuzuru","creatorNameLang":"en"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-02-28"}],"displaytype":"detail","filename":"2021_007_01_009ts_suzuki.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","license_note":"Copyright（c）2022 by Setsunan University","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"飽和細粒土における圧密特性の凍・不凍水量による解釈","url":"https://setsunan.repo.nii.ac.jp/record/1435/files/2021_007_01_009ts_suzuki.pdf"},"version_id":"24480dfe-cbd7-47a1-9cea-5bfc031dd8c2"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"圧密","subitem_subject_scheme":"Other"},{"subitem_subject":"飽和細粒土","subitem_subject_scheme":"Other"},{"subitem_subject":"未凍結水","subitem_subject_scheme":"Other"},{"subitem_subject":"圧縮指数","subitem_subject_scheme":"Other"},{"subitem_subject":"透水係数","subitem_subject_scheme":"Other"},{"subitem_subject":"体積圧縮係数","subitem_subject_scheme":"Other"},{"subitem_subject":"Consolidation","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Saturated fine-grained soil","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Unfrozen Water","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Compression  Index","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Coefficient of Permeability","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Coefficient of Volume Change","subitem_subject_language":"en","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":"飽和細粒土における圧密特性の凍・不凍水量による解釈","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"飽和細粒土における圧密特性の凍・不凍水量による解釈"},{"subitem_title":"Interpretation of consolidation characteristics in a saturated fine-grained soil  by the amount of frozen / unfrozen water","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"14","path":["244"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-02-28"},"publish_date":"2022-02-28","publish_status":"0","recid":"1435","relation_version_is_last":true,"title":["飽和細粒土における圧密特性の凍・不凍水量による解釈"],"weko_creator_id":"14","weko_shared_id":-1},"updated":"2023-06-19T11:53:00.759645+00:00"}