{"created":"2023-06-19T09:16:10.426281+00:00","id":28579,"links":{},"metadata":{"_buckets":{"deposit":"610d3886-0ce9-4595-b4d3-77532ea6627b"},"_deposit":{"created_by":1,"id":"28579","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"28579"},"status":"published"},"_oai":{"id":"oai:kumadai.repo.nii.ac.jp:00028579","sets":["426:428"]},"author_link":["130938","147423","130931","130939","130941","147110","130929","130930","130928"],"item_24_alternative_title_22":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Applicability of Cross-Sectional Borehole Deformation Method (CBDM) to Measure Rock Stress Changes through Laboratory and In-Situ Experiment"}]},"item_24_alternative_title_23":{"attribute_name":"タイトル（ヨミ）","attribute_value_mlt":[{"subitem_alternative_title":"コウヘキ ヘンイ ソクテイ ホウ CBDM ノ ガンバン オウリョク ヘンカ ソクテイ ヘ ノ テキヨウ ニ カンスル ケンキュウ"}]},"item_24_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014-07-26","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"139","bibliographicPageStart":"134","bibliographicVolumeNumber":"128","bibliographic_titles":[{"bibliographic_title":"Journal of MMIJ"}]}]},"item_24_creator_3":{"attribute_name":"別言語の著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Obara, Yuzo","creatorNameLang":"en"},{"creatorName":"尾原, 祐三","creatorNameLang":"ja"},{"creatorName":"オバラ, ユウゾウ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Obara","familyNameLang":"en"},{"familyName":"尾原","familyNameLang":"ja"},{"familyName":"オバラ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Yuzo","givenNameLang":"en"},{"givenName":"祐三","givenNameLang":"ja"},{"givenName":"ユウゾウ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"147110","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Yoshinaga, Toru"}],"nameIdentifiers":[{"nameIdentifier":"130938","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Shin, Takuya"}],"nameIdentifiers":[{"nameIdentifier":"130939","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"片岡, みなみ","creatorNameLang":"ja"},{"creatorName":"カタオカ, ミナミ","creatorNameLang":"ja-Kana"},{"creatorName":"Kataoka, Minami","creatorNameLang":"en"}],"familyNames":[{"familyName":"片岡","familyNameLang":"ja"},{"familyName":"カタオカ","familyNameLang":"ja-Kana"},{"familyName":"Kataoka","familyNameLang":"en"}],"givenNames":[{"givenName":"みなみ","givenNameLang":"ja"},{"givenName":"ミナミ","givenNameLang":"ja-Kana"},{"givenName":"Minami","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"147423","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Yokoyama, Tatsuya"}],"nameIdentifiers":[{"nameIdentifier":"130941","nameIdentifierScheme":"WEKO"}]}]},"item_24_description_17":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf"}]},"item_24_description_46":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"論文"}]},"item_24_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"The stress state around rock structures, such as underground opening and rock slope, is changed as their construction progresses and the time proceeds. The monitoring of the stress change is important to verify the design, control the construction and estimate the long term stability of rock structures. In order to measure two dimensional stress changes in a plane perpendicular to a borehole axis, we developed the Cross-sectional Borehole Deformation Method (CBDM) and made clear the influence of factors on estimated stress change theoretically. In this paper, the applicability of CBDM to measure stress change in laboratory and in situ experiment. Firstly, the prototype instrument with a laser displacement sensor is described in detail. Secondly, the instrument is applied to estimate the stress change in a laboratory experiment. Then it is made clear that a non-linear least square method and a non-linear programming for optimization with the technique of golden section search is effective for estimating rock stress change. Finally, applying the CBDM to measure rock stress change within the immediate sidewall of underground opening under its construction, the stress changes for six months can be estimated successfully.\nAs a result, it is concluded that the CBDM is available for estimating rock stress change in two dimension.","subitem_description_type":"Other"}]},"item_24_description_77":{"attribute_name":"URL","attribute_value_mlt":[{"subitem_description":"https://www.jstage.jst.go.jp/article/journalofmmij/128/3/128_134/_article"}]},"item_24_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"社団法人 資源・素材学会"}]},"item_24_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 2013 The Mining and Materials Processing Institute of Japan"}]},"item_24_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18816118","subitem_source_identifier_type":"ISSN"}]},"item_24_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12188381","subitem_source_identifier_type":"NCID"}]},"item_24_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"560","subitem_subject_scheme":"NDC"}]},"item_24_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"1798017 bytes"}]},"item_24_text_38":{"attribute_name":"別言語の出版者","attribute_value_mlt":[{"subitem_text_value":"The Mining and Materials Processing Institute of Japan"}]},"item_24_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"発表論文"}]},"item_24_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Article"}]},"item_24_text_49":{"attribute_name":"資源タイプ・DCMI","attribute_value_mlt":[{"subitem_text_value":"text"}]},"item_24_text_50":{"attribute_name":"資源タイプ・ローカル表示コード","attribute_value_mlt":[{"subitem_text_value":"01"}]},"item_24_version_type_19":{"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":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Obara, Yuzo","creatorNameLang":"en"},{"creatorName":"尾原, 祐三","creatorNameLang":"ja"},{"creatorName":"オバラ, ユウゾウ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Obara","familyNameLang":"en"},{"familyName":"尾原","familyNameLang":"ja"},{"familyName":"オバラ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Yuzo","givenNameLang":"en"},{"givenName":"祐三","givenNameLang":"ja"},{"givenName":"ユウゾウ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"147110","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"吉永, 徹"}],"nameIdentifiers":[{"nameIdentifier":"130928","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"秦, 拓也"}],"nameIdentifiers":[{"nameIdentifier":"130929","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"片岡, みなみ"}],"nameIdentifiers":[{"nameIdentifier":"130930","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"横山, 幸也"}],"nameIdentifiers":[{"nameIdentifier":"130931","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":"2020-03-03"}],"displaytype":"detail","filename":"mmij_128_3_134-139.pdf","filesize":[{"value":"1.8 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"mmij_128_3_134-139.pdf","url":"https://kumadai.repo.nii.ac.jp/record/28579/files/mmij_128_3_134-139.pdf"},"version_id":"9f7313dd-55f6-42db-83ec-0bb38af28ced"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Rock Stres Measurement","subitem_subject_scheme":"Other"},{"subitem_subject":"Stress Change","subitem_subject_scheme":"Other"},{"subitem_subject":"Cross-Sectional Borehole Deformation Method","subitem_subject_scheme":"Other"},{"subitem_subject":"Laboratory Experiment","subitem_subject_scheme":"Other"},{"subitem_subject":"In Situ Experiment","subitem_subject_scheme":"Other"},{"subitem_subject":"岩盤応力測定","subitem_subject_scheme":"Other"},{"subitem_subject":"応力変化","subitem_subject_scheme":"Other"},{"subitem_subject":"孔壁変位測定法(CBDM)","subitem_subject_scheme":"Other"},{"subitem_subject":"室内試験","subitem_subject_scheme":"Other"},{"subitem_subject":"原位置試験","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":"article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"孔壁変位測定法(CBDM)の岩盤応力変化測定への適用に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"孔壁変位測定法(CBDM)の岩盤応力変化測定への適用に関する研究"}]},"item_type_id":"24","owner":"1","path":["428"],"pubdate":{"attribute_name":"公開日","attribute_value":"2014-07-31"},"publish_date":"2014-07-31","publish_status":"0","recid":"28579","relation_version_is_last":true,"title":["孔壁変位測定法(CBDM)の岩盤応力変化測定への適用に関する研究"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-09-05T06:32:04.399910+00:00"}