{"created":"2023-06-20T15:40:22.819816+00:00","id":479,"links":{},"metadata":{"_buckets":{"deposit":"d15b3e4e-717b-4d14-b789-82989cf9adaa"},"_deposit":{"created_by":17,"id":"479","owners":[17],"pid":{"revision_id":0,"type":"depid","value":"479"},"status":"published"},"_oai":{"id":"oai:nagano-nct.repo.nii.ac.jp:00000479","sets":["3:38"]},"author_link":["1114","1115","1112","1113"],"item_2_alternative_title_1":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"UNDRAINED SHEAR CHARACTERISTICS OF K_0-CONSOLIDATED COHESIVE SOIL AT LOW CONFINING PRESSURES"}]},"item_2_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1990-12-28","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"55","bibliographicPageStart":"45","bibliographicVolumeNumber":"22","bibliographic_titles":[{"bibliographic_title":"長野工業高等専門学校紀要"}]}]},"item_2_description_19":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application","subitem_description_type":"Other"}]},"item_2_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In order to investigate the undrained shear characteristics of K_0-consolidated cohesive soil at low confining pressure, four types of triaxial tests (CK_0U^―C, CK_0U^―E, CK_0RK_0U^―C and CK_0RK_0U^―E) were performed on saturated cohesive soil. The conclusions from this study are follows; 1) A ratio of the undrained shear strength to vertical effective consolidation stress obtained at low confining pressure is larger than that obtained at high confining pressures. 2) The undrained shear strength anisotropy is approximately constant within the range of OCRs of 1 to 4. 3) The modulus of deformation seems to approximately in linear relationship with vertical effective consolidation stress.","subitem_description_type":"Abstract"}]},"item_2_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長野工業高等専門学校"}]},"item_2_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00179170","subitem_source_identifier_type":"NCID"}]},"item_2_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0286-1909","subitem_source_identifier_type":"ISSN"}]},"item_2_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":"常田, 亮"}],"nameIdentifiers":[{"nameIdentifier":"1112","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"亀井, 健史"}],"nameIdentifiers":[{"nameIdentifier":"1113","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"小川, 正二"}],"nameIdentifiers":[{"nameIdentifier":"1114","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"玉川, 善徳"}],"nameIdentifiers":[{"nameIdentifier":"1115","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":"2013-02-19"}],"displaytype":"detail","filename":"nagano_nct-22-08.pdf","filesize":[{"value":"678.3 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"nagano_nct-22-08.pdf","url":"https://nagano-nct.repo.nii.ac.jp/record/479/files/nagano_nct-22-08.pdf"},"version_id":"d4d79142-70a2-497b-b6d1-0042b5196a36"}]},"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":"低拘束圧力下におけるK_0圧密粘性土の非排水せん断特性","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"低拘束圧力下におけるK_0圧密粘性土の非排水せん断特性"}]},"item_type_id":"2","owner":"17","path":["38"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-02-19"},"publish_date":"2013-02-19","publish_status":"0","recid":"479","relation_version_is_last":true,"title":["低拘束圧力下におけるK_0圧密粘性土の非排水せん断特性"],"weko_creator_id":"17","weko_shared_id":-1},"updated":"2023-06-20T16:06:37.607126+00:00"}