{"created":"2023-06-20T15:40:24.365416+00:00","id":509,"links":{},"metadata":{"_buckets":{"deposit":"d8447548-0c27-4dd6-a7ab-63c64cce42ad"},"_deposit":{"created_by":17,"id":"509","owners":[17],"pid":{"revision_id":0,"type":"depid","value":"509"},"status":"published"},"_oai":{"id":"oai:nagano-nct.repo.nii.ac.jp:00000509","sets":["3:40"]},"author_link":["1172","1173","1170","1171"],"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 COHESIVE SOILS AT LOW CONFINING PRESSURES"}]},"item_2_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1989-12-28","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"146","bibliographicPageStart":"139","bibliographicVolumeNumber":"20","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 cohesive soils at low confining pressures, four different types of isotropically consolidated undrained triaxial compression and extension tests were performed on two soils. As a consequence, linear correlations between the modulus of deformations and the confining pressures were obtained. In addition, the undrained shear strength obtained at low confining pressure was larger than that obtained at high confining pressures.","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":"1170","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"亀井, 健史"}],"nameIdentifiers":[{"nameIdentifier":"1171","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"小川, 正二"}],"nameIdentifiers":[{"nameIdentifier":"1172","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"高木, 広道"}],"nameIdentifiers":[{"nameIdentifier":"1173","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-20-19.pdf","filesize":[{"value":"437.7 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"nagano_nct-20-19.pdf","url":"https://nagano-nct.repo.nii.ac.jp/record/509/files/nagano_nct-20-19.pdf"},"version_id":"e424a51e-f81c-45c8-979d-59601ad178c6"}]},"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":"低拘束圧条件での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":"低拘束圧条件での粘性土の非排水せん断特性"}]},"item_type_id":"2","owner":"17","path":["40"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-02-19"},"publish_date":"2013-02-19","publish_status":"0","recid":"509","relation_version_is_last":true,"title":["低拘束圧条件での粘性土の非排水せん断特性"],"weko_creator_id":"17","weko_shared_id":-1},"updated":"2023-06-20T16:05:38.994819+00:00"}