{"created":"2023-07-25T08:13:02.666710+00:00","id":13739,"links":{},"metadata":{"_buckets":{"deposit":"be12c00b-2ecf-4ef8-a20a-1c847b31eb05"},"_deposit":{"created_by":18,"id":"13739","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"13739"},"status":"published"},"_oai":{"id":"oai:ir.kagoshima-u.ac.jp:00013739","sets":["228:273:5733","35:36"]},"author_link":[],"item_7_biblio_info_5":{"attribute_name":"収録雑誌名","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"19","bibliographicPageStart":"14","bibliographicVolumeNumber":"58","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":"2017-03","subitem_date_issued_type":"Issued"}]},"item_7_description_4":{"attribute_name":"要約(Abstract)","attribute_value_mlt":[{"subitem_description":"The determination procedure of compression index for unsaturated sandy soil is proposed in this paper. At first, a series of box shear test datum with different normal stress are obtained. Secondly, this method is carried out by fitting some equations to shearing behaviors (i.e., dilatancy behaviors) of unsaturated sandy soil. Finally, compression index for unsaturated sandy soil is obtained by relationship between maximum compressive displacements and various values of normal stresses. 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":"511.3","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":"白澤, 航","creatorNameLang":"ja"},{"creatorName":"SHIRASAWA, Wataru","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":"2017-06-23"}],"displaytype":"detail","filename":"No58-03.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"label":"No58-03","objectType":"fulltext","url":"https://ir.kagoshima-u.ac.jp/record/13739/files/No58-03.pdf"},"version_id":"10f0c995-dd3c-4779-b580-42824fe9e72d"}]},"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":"unsaturated sandy soil","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"dilatancy","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":"垂直応力の異なる一連の一面せん断試験による不飽和砂の圧縮指数の決定","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"垂直応力の異なる一連の一面せん断試験による不飽和砂の圧縮指数の決定","subitem_title_language":"ja"},{"subitem_title":"Determination of Compression Index for Unsaturated Sandy Soil by a Series of Box Shear Tests with Different Normal Stress","subitem_title_language":"en"}]},"item_type_id":"7","owner":"18","path":["36","5733"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2017-06-23"},"publish_date":"2017-06-23","publish_status":"0","recid":"13739","relation_version_is_last":true,"title":["垂直応力の異なる一連の一面せん断試験による不飽和砂の圧縮指数の決定"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-02-20T05:03:06.612540+00:00"}