{"created":"2021-03-01T06:36:23.505065+00:00","id":18960,"links":{},"metadata":{"_buckets":{"deposit":"a2c4fc0a-2e3c-4deb-9225-934a275ff1b1"},"_deposit":{"id":"18960","owners":[],"pid":{"revision_id":0,"type":"depid","value":"18960"},"status":"published"},"_oai":{"id":"oai:repository.dl.itc.u-tokyo.ac.jp:00018960","sets":["171:1108:1322:1328","9:504:1111:1324:1329"]},"item_4_alternative_title_1":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Defomation Characteristics of Soils and Rocks from Field and Laboratory Tests and Back-Analyses Part 1 : Comparison of the Data from Field Tests, Laboratory Tests and Back-Analyses"}]},"item_4_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1992-10-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"10","bibliographicPageEnd":"496","bibliographicPageStart":"490","bibliographicVolumeNumber":"44","bibliographic_titles":[{"bibliographic_title":"生産研究"}]}]},"item_4_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"各種の原位置試験と室内試験および地盤変形から逆算した土と軟岩の変形係数は，測定誤差の無い値をひずみレベルを合わせて比較すれば基本的に一致する．特に，0.001%以下の微小ひずみレベルでは地盤材料は弾性的性質を示し，原位置せん断弾性波速度から求めたヤング率Efと不攪乱試料の三軸圧縮試験で微小ひずみレベルで求めた変形係数は試料の乱れが無ければ基本的に一致する．","subitem_description_type":"Abstract"}]},"item_4_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"34176","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TATSUOKA, Fumio"}]},{"nameIdentifiers":[{"nameIdentifier":"34177","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KOHATA, Yukihiro"}]},{"nameIdentifiers":[{"nameIdentifier":"34178","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KIM, You-Seong"}]},{"nameIdentifiers":[{"nameIdentifier":"34179","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SHIBUYA, Satoru"}]}]},"item_4_publisher_20":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"東京大学生産技術研究所"}]},"item_4_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00127075","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0037105X","subitem_source_identifier_type":"ISSN"}]},"item_4_subject_15":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_4_text_21":{"attribute_name":"出版者別名","attribute_value_mlt":[{"subitem_text_value":"Institute of Industrial Science, the University of Tokyo"}]},"item_4_text_4":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"東京大学生産技術研究所第5部 土質基礎地盤工学"},{"subitem_text_value":"韓国調達庁 土質基礎地盤工学"},{"subitem_text_value":"北海道大学工学部土木工学科 土質基礎地盤工学"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"龍岡, 文夫"}],"nameIdentifiers":[{"nameIdentifier":"34172","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"木幡, 行宏"}],"nameIdentifiers":[{"nameIdentifier":"34173","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"金, 有性"}],"nameIdentifiers":[{"nameIdentifier":"34174","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"澁谷, 啓"}],"nameIdentifiers":[{"nameIdentifier":"34175","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":"2017-06-08"}],"displaytype":"detail","filename":"sk044010008.pdf","filesize":[{"value":"801.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"sk044010008.pdf","url":"https://repository.dl.itc.u-tokyo.ac.jp/record/18960/files/sk044010008.pdf"},"version_id":"2c7154f9-33a2-4b97-83da-93268b4c83a7"}]},"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":"研究解説 : 原位置調査･室内試験･逆解析による土と岩の変形係数(その1) : 原位置試験･室内試験･逆解析のデータの比較","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"研究解説 : 原位置調査･室内試験･逆解析による土と岩の変形係数(その1) : 原位置試験･室内試験･逆解析のデータの比較"}]},"item_type_id":"4","owner":"1","path":["1328","1329"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-11-14"},"publish_date":"2012-11-14","publish_status":"0","recid":"18960","relation_version_is_last":true,"title":["研究解説 : 原位置調査･室内試験･逆解析による土と岩の変形係数(その1) : 原位置試験･室内試験･逆解析のデータの比較"],"weko_creator_id":"1","weko_shared_id":null},"updated":"2022-12-19T03:57:45.737905+00:00"}