{"created":"2021-03-01T06:13:37.144912+00:00","id":6984,"links":{},"metadata":{"_buckets":{"deposit":"07d91697-96ac-4b6c-b44f-12ab4332e42b"},"_deposit":{"id":"6984","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6984"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00006984","sets":["320:321:322"]},"author_link":["18728","18729","18730","18731","18732","18733","18734","18735","18736","18737"],"item_10_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"SOIL-WATER COUPLED ELASTO-PLASTIC DEFORMATION ANALYSIS OF THE GROUND WITH PILED RAFT","subitem_alternative_title_language":"en"}]},"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2000-09","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"III-52","bibliographicPageEnd":"128","bibliographicPageStart":"113","bibliographicVolumeNumber":"659","bibliographic_titles":[{"bibliographic_title":"土木学会論文集","bibliographic_titleLang":"ja"}]}]},"item_10_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"直接基礎に摩擦杭を併用したパイルド・ラフト基礎の沈下挙動に関する解析法は、その多くが地盤を基礎構造物に外力を及ぼすものと捉え、基礎構造物自身を解くものである。本論文では、土骨格の変位場に制約条件を設定してパイルド・ラフト基礎の働きを表現し、水～土連成場で地盤に関する力のつり合い式を解く。これによりパイルド・ラフト基礎が設置された弾塑性地盤の圧密沈下特性と荷重伝達機構を調べ、以下の点が明らかになった。①上載荷重を杭先端以深の地盤の深部に伝達することで沈下量を低減できる。②地盤の透水係数によらず沈下量を低減できる。③偏荷重による不同沈下量の低減には有効であるが、杭先端が傾斜した基盤部付近まで達するような場合は、不同沈下量の低減に効果がない場合がある。","subitem_description_language":"ja","subitem_description_type":"Abstract"},{"subitem_description":"In this research the deformation characteristics and load transfer behavior of a piled raft in the elastoplastic ground are studied using soil-water coupled deformation analysis. The plane strain piled raft is simulated introducing some linear constraint conditions over the velocity field. The piled raft reduces the final settlement significantly. This reduction is due to the load transfer through shear by piles into deeper soil layers which disperses the induced stresses compared with only the raft. The settlement of a piled raft is not affected by the permiability of ground. Further, the piled raft induces homogeneous settlement even with eccentric loading, however, this is not effective for a ground with an inclined bed rock.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/8655"}]},"item_10_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_10_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"土木編集第07010号","subitem_rights_language":"ja"}]},"item_10_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_10_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0289-7806","subitem_source_identifier_type":"PISSN"}]},"item_10_text_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_text_value":"application/pdf"}]},"item_1615787544753":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"山田, 英司","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18728","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"YAMADA, Eiji","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18729","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"高稲, 敏浩","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18730","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"TAKAINE, Toshihiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18731","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"水野, 和憲","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18732","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"MIZUNO, Kazunori","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18733","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"大野, 雅幸","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18734","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"OHNO, Masayuki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18735","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"野田, 利弘","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18736","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"NODA, Toshihiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18737","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":"2018-02-19"}],"displaytype":"detail","filename":"v659_p113-128.pdf","filesize":[{"value":"2.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"v659_p113-128.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/6984/files/v659_p113-128.pdf"},"version_id":"70729788-0919-4da4-a482-b4a08b3671a8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Cam-clay model","subitem_subject_scheme":"Other"},{"subitem_subject":"constraint condition","subitem_subject_scheme":"Other"},{"subitem_subject":"finite element method","subitem_subject_scheme":"Other"},{"subitem_subject":"piled raft","subitem_subject_scheme":"Other"},{"subitem_subject":"settlement","subitem_subject_scheme":"Other"},{"subitem_subject":"soil-water coupled system","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":"パイルド・ラフト基礎が設置された地盤の水～土連成弾塑性変形解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"パイルド・ラフト基礎が設置された地盤の水～土連成弾塑性変形解析","subitem_title_language":"ja"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-08-10"},"publish_date":"2007-08-10","publish_status":"0","recid":"6984","relation_version_is_last":true,"title":["パイルド・ラフト基礎が設置された地盤の水～土連成弾塑性変形解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T03:52:23.574693+00:00"}