{"created":"2023-07-25T09:15:47.914966+00:00","id":15799,"links":{},"metadata":{"_buckets":{"deposit":"11e5ccc2-6a33-4fda-bcd8-a80d88cea7ec"},"_deposit":{"created_by":19,"id":"15799","owners":[19],"pid":{"revision_id":0,"type":"depid","value":"15799"},"status":"published"},"_oai":{"id":"oai:toyama.repo.nii.ac.jp:00015799","sets":["496:556:557:558"]},"author_link":["167615","167970"],"item_2_alternative_title_19":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"A REINFORCED SOIL STRUCTURE WITH PILE FOUNDATION"}]},"item_2_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"214","bibliographicPageStart":"209","bibliographicVolumeNumber":"23","bibliographic_titles":[{"bibliographic_title":"ジオシンセティックス論文集"},{"bibliographic_title":"Proceedings of geosynthetics symposium"}]}]},"item_2_description_15":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本論文では，補強土を道路拡幅における腹付け盛土へ適用する特殊な事例として，施工中に確認された設計地盤条件との違いに適合すべく，地すべり抑止杭を支持杭とした細幅補強土の適用について紹介する．これは，当初拡幅盛土として，既設盛土を一部切土し，かつ基礎地盤を改良した一般補強土を計画していたところ，掘削途中で盛土及び基礎地盤が設計で考えていた土質と異なり，巨礫が混入する粘性土系地盤であったため，現時点以上の掘削が困難なこと，狭小地地盤改良が困難で地すべり抑止杭が必要であると考えられたことなどによる．本工法の適用にあたっては，細幅補強土の安定検討に加え，杭と補強土との結合部の解析的検討などを実施し，他工法との再比較から採用の合理性を確認して計画した．","subitem_description_type":"Abstract"},{"subitem_description":"An application of a shallow width reinforced soil structure with pile foundation to a construction site of widening road embankment as the measure with respect to the site conditions that differed from the design ones, which were confirmed during the construction, is introduced in this paper. Background of the application of the structure to the site and conducted studies, such as 3D FEM analysis of tension stress occurring in the reinforcement at the bottom of the structure as well as the stability of the shallow width reinforced soil structure, for the application are described.","subitem_description_type":"Abstract"}]},"item_2_description_40":{"attribute_name":"資源タイプ(DSpace)","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_2_description_6":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"ジオシンセティックス論文集 23, 209-214.(2008)","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"167615","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"9000005712283","nameIdentifierScheme":"CiNii ID","nameIdentifierURI":"http://ci.nii.ac.jp/nrid/9000005712283"}],"names":[{"name":"Hara, Takashi"}]},{"nameIdentifiers":[{"nameIdentifier":"167970","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"9000006849124","nameIdentifierScheme":"CiNii ID","nameIdentifierURI":"http://ci.nii.ac.jp/nrid/9000006849124"}],"names":[{"name":"Tsuji, Shinichiro"}]}]},"item_2_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"国際ジオシンセティックス学会日本支部"},{"subitem_publisher":"Japan Chapter of International Geosynthetics Society"}]},"item_2_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.5030/jcigsjournal.23.209","subitem_relation_type_select":"DOI"}}]},"item_2_relation_29":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"130000142781","subitem_relation_type_select":"NAID"}}]},"item_2_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1344-6193","subitem_source_identifier_type":"ISSN"}]},"item_2_version_type_16":{"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":"原, 隆史"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"辻, 慎一朗"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-03-03"}],"displaytype":"detail","filename":"GeosyntheticsEngJ_23_209to214_Hara.pdf","filesize":[{"value":"412.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"GeosyntheticsEngJ_23_209to214_Hara","url":"https://toyama.repo.nii.ac.jp/record/15799/files/GeosyntheticsEngJ_23_209to214_Hara.pdf"},"version_id":"0e275c3d-6f6b-4729-8d84-5c86b34c1f92"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"細幅補強土","subitem_subject_scheme":"Other"},{"subitem_subject":"支持杭","subitem_subject_scheme":"Other"},{"subitem_subject":"FEM解析","subitem_subject_scheme":"Other"},{"subitem_subject":"細幅補強土","subitem_subject_scheme":"Other"},{"subitem_subject":"支持杭","subitem_subject_scheme":"Other"},{"subitem_subject":"FEM解析","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"地すべり抑止杭を支持杭とした細幅補強土","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"地すべり抑止杭を支持杭とした細幅補強土"},{"subitem_title":"A REINFORCED SOIL STRUCTURE WITH PILE FOUNDATION","subitem_title_language":"en"}]},"item_type_id":"2","owner":"19","path":["558"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-03-03"},"publish_date":"2018-03-03","publish_status":"0","recid":"15799","relation_version_is_last":true,"title":["地すべり抑止杭を支持杭とした細幅補強土"],"weko_creator_id":"19","weko_shared_id":-1},"updated":"2023-07-25T14:22:15.058331+00:00"}