{"created":"2021-03-01T06:36:23.569964+00:00","id":18961,"links":{},"metadata":{"_buckets":{"deposit":"18bd9634-9d27-49e9-b5f2-2cbcc91dba15"},"_deposit":{"id":"18961","owners":[],"pid":{"revision_id":0,"type":"depid","value":"18961"},"status":"published"},"_oai":{"id":"oai:repository.dl.itc.u-tokyo.ac.jp:00018961","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 2 : Elastic Properties and Measurement Errors"}]},"item_4_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1992-10-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"10","bibliographicPageEnd":"504","bibliographicPageStart":"497","bibliographicVolumeNumber":"44","bibliographic_titles":[{"bibliographic_title":"生産研究"}]}]},"item_4_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"0.001%以下の微小ひずみレベルでは地盤材料は弾性的特質を示す．また，一軸･三軸圧縮試験で軸ひずみを載荷ピストンや供試体キャップの変位から求めると，供試体上下端での緩みによる誤差のためにヤング率を非常に過小評価する可能性があること(特に，硬質な試料ほど)を示す．さらに，その誤差を含まないで正確に微小な軸ひずみを測定する方法を示し，最後に，地盤の変形予測に必要な土と岩の変形特性を，原位置せん断弾性波速度によるせん断剛性率Gf (もしくはヤング率Ef)を変形係数のひずみレベル依存性を考慮して低減して得る方法を述べる．","subitem_description_type":"Abstract"}]},"item_4_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"34184","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TATSUOKA, Fumio"}]},{"nameIdentifiers":[{"nameIdentifier":"34185","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KOHATA, Yukihiro"}]},{"nameIdentifiers":[{"nameIdentifier":"34186","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KIM, You-Seong"}]},{"nameIdentifiers":[{"nameIdentifier":"34187","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":"34180","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"木幡, 行宏"}],"nameIdentifiers":[{"nameIdentifier":"34181","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"金, 有性"}],"nameIdentifiers":[{"nameIdentifier":"34182","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"澁谷, 啓"}],"nameIdentifiers":[{"nameIdentifier":"34183","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":"sk044010009.pdf","filesize":[{"value":"746.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"sk044010009.pdf","url":"https://repository.dl.itc.u-tokyo.ac.jp/record/18961/files/sk044010009.pdf"},"version_id":"c6fd3ff7-b349-4875-a233-defcd7f2e08f"}]},"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2) : 弾性的性質と測定誤差","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2) : 弾性的性質と測定誤差"}]},"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":"18961","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2) : 弾性的性質と測定誤差"],"weko_creator_id":"1","weko_shared_id":null},"updated":"2022-12-19T03:57:45.374208+00:00"}