{"created":"2023-05-15T12:20:36.732454+00:00","id":11238,"links":{},"metadata":{"_buckets":{"deposit":"b121bed2-7880-4f93-9480-5e0e542a23c3"},"_deposit":{"created_by":1,"id":"11238","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"11238"},"status":"published"},"_oai":{"id":"oai:kansai-u.repo.nii.ac.jp:00011238","sets":["528:1588:1592:1593"]},"author_link":["24915","34799","24917"],"control_number":"11238","item_7_alternative_title_22":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"SIMULATION ANALYSIS FOR DEFORMATION BEHAVIOR OF SHALLOW TUNNEL EXCAVATION BY DISTINCT ELEMENT METHOD","subitem_alternative_title_language":"en"}]},"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"100","bibliographicPageStart":"97","bibliographic_titles":[{"bibliographic_title":"第37回岩盤力学に関するシンポジウム講演論文集"}]}]},"item_7_description_4":{"attribute_name":"概要","attribute_value_mlt":[{"subitem_description":"日本の都市部に広く分布している沖積層，洪積層からなる砂質土地山を対象とした都市部山岳工法において，掘削時の地山内挙動は複雑であり，明確に把握されていないのが現状である．そこで，砂質土地山掘削時に現れる大変形挙動や滑り挙動を再現する上で有用性の高い個別要素法を用い，浅層トンネルの掘削シミュレーション解析を行った．まず，単設トンネル掘削シミュレーションを行い土被りの違いによる地山挙動の変化について変位分布，応力分布などから検討を行った．また双設トンネルをモデル化し，双設トンネル掘削によるトンネル間の離隔距離が地山挙動に及ぼす影響について把握した．そして，これらの結果から個別要素法のトンネル掘削解析への適用性について考察を行った．　In case of urban NATM method for sandy soil ground of the urban areas in Japan, the behaviors of ground are complicated and uncertain during an excavation. The purpose of this research is a simulation of deformational behavior for a shallow tunnel using distinct element method, which is clearly beneficial in a behavior of large deformation and shearing in excavation of sandy soil ground. The, deformation and stress distribution of behavior of ground are considered by the difference between thicknesses of earth covering in an excavation of a tunnel, and then an influence in a behavior of ground soil about a distance between tunnels during an excavation is considered .","subitem_description_type":"Other"}]},"item_7_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"24917","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Ohno, Yoshitaka"}]}]},"item_7_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会"}]},"item_7_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":[{"creatorNames":[{"creatorName":"大野, 善考","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"24915","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"楠見, 晴重","creatorNameLang":"ja"},{"creatorName":"Kusumi, Harushige","creatorNameLang":"en"}],"familyNames":[{"familyName":"楠見","familyNameLang":"ja"},{"familyName":"Kusumi","familyNameLang":"en"}],"givenNames":[{"givenName":"晴重","givenNameLang":"ja"},{"givenName":"Harushige","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"34799","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70158880","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000070158880"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-05-23"}],"displaytype":"detail","filename":"KU-1100DG-20080100-17.pdf","filesize":[{"value":"2.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KU-1100DG-20080100-17.pdf","url":"https://kansai-u.repo.nii.ac.jp/record/11238/files/KU-1100DG-20080100-17.pdf"},"version_id":"2c10dc59-b4aa-443d-a0f1-ced0cff9a7f3"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"distinct element method","subitem_subject_scheme":"Other"},{"subitem_subject":"analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"shallow tunnel","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":"conference paper","resourceuri":"http://purl.org/coar/resource_type/c_5794"}]},"item_title":"個別要素法による浅層トンネル掘削時の変形挙動解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"個別要素法による浅層トンネル掘削時の変形挙動解析","subitem_title_language":"ja"}]},"item_type_id":"7","owner":"1","path":["1593"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2010-06-30"},"publish_date":"2010-06-30","publish_status":"0","recid":"11238","relation_version_is_last":true,"title":["個別要素法による浅層トンネル掘削時の変形挙動解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2024-01-15T06:10:10.359475+00:00"}