{"created":"2023-05-15T12:20:36.599286+00:00","id":11235,"links":{},"metadata":{"_buckets":{"deposit":"2b52b828-2b5e-40fd-b8e4-5ef520cfc1e9"},"_deposit":{"created_by":1,"id":"11235","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"11235"},"status":"published"},"_oai":{"id":"oai:kansai-u.repo.nii.ac.jp:00011235","sets":["528:1588:1592:1593"]},"author_link":["24901","34799","24903"],"control_number":"11235","item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"66","bibliographicPageStart":"63","bibliographic_titles":[{"bibliographic_title":"第36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":"近年,都市部における過密化,環境問題を解消する有効な手段として地下空間の利用が重要視されており,都市部での浅層トンネルの施工が増加している.しかし,これら沖積層,及び洪積層からなる砂質土地山において都市NATMを採用した場合の地山挙動は複雑であり,明確に把握できないのが現状である.数値解析によってトンネル掘削時の地山挙動を予測するには,不連続体の性質を忠実に再現することが求められる.そこで我々は不連続体解析に有用性の高い個別要素法を用いて,砂質土浅層部におけるトンネルをモデル化し,掘削時の挙動についてシミュレーションを行った.本論文では,土被りの異なる地山モデルを用いた掘削解析により,本手法の適用性,ならびに地山モデルの安定性について検討した結果を報告する.","subitem_description_type":"Other"}]},"item_7_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"24903","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Shimizu, Toshitomo"}]}]},"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":"清水, 俊友","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"24901","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-1100-20070100-00.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KU-1100-20070100-00.pdf","url":"https://kansai-u.repo.nii.ac.jp/record/11235/files/KU-1100-20070100-00.pdf"},"version_id":"c3f8eae2-ede2-4337-be1e-821184259650"}]},"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の３次元掘削挙動解析","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の３次元掘削挙動解析","subitem_title_language":"ja"}]},"item_type_id":"7","owner":"1","path":["1593"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2011-11-17"},"publish_date":"2011-11-17","publish_status":"0","recid":"11235","relation_version_is_last":true,"title":["個別要素法による浅層トンネルの３次元掘削挙動解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2024-01-15T06:24:12.034509+00:00"}