{"created":"2023-07-25T08:06:49.022238+00:00","id":5726,"links":{},"metadata":{"_buckets":{"deposit":"f10c7d41-e7b7-40d8-81a9-b11436b453ae"},"_deposit":{"created_by":18,"id":"5726","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5726"},"status":"published"},"_oai":{"id":"oai:ir.kagoshima-u.ac.jp:00005726","sets":["228:273:5376","35:36"]},"author_link":[],"item_7_biblio_info_5":{"attribute_name":"収録雑誌名","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"16","bibliographicPageStart":"9","bibliographicVolumeNumber":"56","bibliographic_titles":[{"bibliographic_title":"鹿児島大学工学部研究報告","bibliographic_titleLang":"ja"},{"bibliographic_title":"The research reports of the Faculty of Engineering, Kagoshima University","bibliographic_titleLang":"en"}]}]},"item_7_date_6":{"attribute_name":"作成日","attribute_value_mlt":[{"subitem_date_issued_datetime":"2014-11","subitem_date_issued_type":"Issued"}]},"item_7_description_4":{"attribute_name":"要約(Abstract)","attribute_value_mlt":[{"subitem_description":"The determination procedure of sandy soil’s compression index is proposed newly in this paper. At first, a series of box shear test datum are obtained under constant perpendicular stress condition. Secondly, this method is carried out by fitting some equations to sandy soil’s shearing behaviors (i.e., dilatancy behaviors). Finally, sandy soil’s compression index is obtained by relationship between maximum compressive displacements and initial specific volumes. The validity of this method is confirmed by applying to Toyoura standard sand.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_7_publisher_23":{"attribute_name":"公開者・出版者","attribute_value_mlt":[{"subitem_publisher":"鹿児島大学","subitem_publisher_language":"ja"},{"subitem_publisher":"Kagoshima University","subitem_publisher_language":"en"}]},"item_7_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0451212X","subitem_source_identifier_type":"PISSN"}]},"item_7_source_id_9":{"attribute_name":"NII書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00040363","subitem_source_identifier_type":"NCID"}]},"item_7_subject_15":{"attribute_name":"NDC","attribute_value_mlt":[{"subitem_subject":"501","subitem_subject_scheme":"NDC"}]},"item_7_version_type_14":{"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":"三隅, 浩二","creatorNameLang":"ja"},{"creatorName":"MISUMI, Koji","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"古川, 大嗣","creatorNameLang":"ja"},{"creatorName":"FURUKAWA, Taiji","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"野村, 将平","creatorNameLang":"ja"},{"creatorName":"NOMURA, Syohei","creatorNameLang":"en"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-10-28"}],"displaytype":"detail","filename":"AN00040363_v56_p9-16.pdf","filesize":[{"value":"2.0 MB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"label":"AN00040363_v56_p9-16.pdf","objectType":"fulltext","url":"https://ir.kagoshima-u.ac.jp/record/5726/files/AN00040363_v56_p9-16.pdf"},"version_id":"c9d6d17d-6cd1-495e-b409-af6f73bb04d3"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"compression index","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"box shear test","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"dilatancy","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Toyoura standard sand","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":"一面せん断試験による砂質土の圧縮指数の決定","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"一面せん断試験による砂質土の圧縮指数の決定","subitem_title_language":"ja"},{"subitem_title":"Determination of Compression Index for Sandy Soil by Box Shear Test","subitem_title_language":"en"}]},"item_type_id":"7","owner":"18","path":["36","5376"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2014-12-09"},"publish_date":"2014-12-09","publish_status":"0","recid":"5726","relation_version_is_last":true,"title":["一面せん断試験による砂質土の圧縮指数の決定"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-02-20T04:58:48.546891+00:00"}