{"created":"2023-07-27T06:54:48.735499+00:00","id":50334,"links":{},"metadata":{"_buckets":{"deposit":"b9c0bc1b-59b8-4987-87f9-a1a06106a0e3"},"_deposit":{"created_by":18,"id":"50334","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"50334"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00050334","sets":["2812:2813:2816"]},"author_link":["91141","91142"],"item_9_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018-04-25","bibliographicIssueDateType":"Issued"},"bibliographicPageStart":"6p.","bibliographicVolumeNumber":"2015-04-01 - 2018-03-31","bibliographic_titles":[{"bibliographic_title":"平成29(2017)年度 科学研究費補助金 基盤研究(C) 研究成果報告書"},{"bibliographic_title":"2017 Fiscal Year Final Research Report","bibliographic_titleLang":"en"}]}]},"item_9_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{}],"nameIdentifiers":[{},{}]}]},"item_9_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"組合わせ荷重を受ける斜杭を有する群杭（PG)及びパイルド・ラフト（PR)の挙動を調べるため、乾燥砂地盤において模型基礎の載荷実験を行った。静的試験として、ラフトのみ、単杭、PG及びPRの鉛直載荷試験、鉛直荷重を載荷した条件での、PG及びPRの繰返し水平載荷実験を行った。これらの実験は，直杭のみを有する模型基礎および斜杭を有する模型基礎に対して実施した。これらの実験より、いずれの荷重条件においても、斜杭を有すパイルド・ラフトと群杭は，直杭のみを有する基礎に比べて変形が抑制され、変形が大きくなっても抵抗が持続するような、粘り強い基礎構造形式であることが示された。","subitem_description_type":"Abstract"},{"subitem_description":"Static load tests on pile group model (PG) and piled raft model (PR) were carried in model dry sand ground, in order to investigate their behaviours under combination loading. In the static load tests, vertical load tests on single pile, raft alone, PG and PR, and cyclic horizontal load tests on PG and PR with a constant vertical load were carried out. The tests were conducted for PG and PR models with vertical piles alone or with batter piles. It was demonstrated that deformations of PR and PG with batter piles are suppressed compared to those without batter pile in any loading conditions, and that foundation models with batter piles has ductile (tenacious) response.\nThe static load test results were fairly simulated by three-dimensional FEM analyses in which the mechanical parameter of the sand were estimated from the triaxial tests of the sand.","subitem_description_type":"Abstract"}]},"item_9_description_22":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"研究課題/領域番号:15K06208, 研究期間(年度):2015-04-01 - 2018-03-31","subitem_description_type":"Other"},{"subitem_description":"出典：研究課題「組合せ荷重を受ける斜杭パイルド・ラフトおよび群杭基礎の変形挙動に関する研究」課題番号15K06208\n（KAKEN：科学研究費助成事業データベース（国立情報学研究所）） \n（https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-15K06208/15K06208seika/)を加工して作成","subitem_description_type":"Other"}]},"item_9_description_5":{"attribute_name":"提供者所属","attribute_value_mlt":[{"subitem_description":"金沢大学理工研究域地球社会基盤学系","subitem_description_type":"Other"}]},"item_9_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00056643","subitem_identifier_reg_type":"JaLC"}]},"item_9_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/search/?qm=10143877"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/search/?qm=10143877","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-15K06208/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-15K06208/","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-15K06208/15K06208seika/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-15K06208/15K06208seika/","subitem_relation_type_select":"URI"}}]},"item_9_version_type_25":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_ab4af688f83e57aa","subitem_version_type":"AM"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-01-27"}],"displaytype":"detail","filename":"TE-PR-MATSUMOTO-T-kaken 2018-6p.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MATSUMOTO-T-kaken 2018-6p.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/50334/files/TE-PR-MATSUMOTO-T-kaken 2018-6p.pdf"},"version_id":"ce6bc55c-bf94-45df-bb18-499e1a9e5264"}]},"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":"research report","resourceuri":"http://purl.org/coar/resource_type/c_18ws"}]},"item_title":"組合せ荷重を受ける斜杭パイルド・ラフトおよび群杭基礎の変形挙動に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"組合せ荷重を受ける斜杭パイルド・ラフトおよび群杭基礎の変形挙動に関する研究"},{"subitem_title":"Study on deformation behavours of piled raft and pile group with batter piles subjceted of load combination","subitem_title_language":"en"}]},"item_type_id":"9","owner":"18","path":["2816"],"pubdate":{"attribute_name":"公開日","attribute_value":"2020-01-27"},"publish_date":"2020-01-27","publish_status":"0","recid":"50334","relation_version_is_last":true,"title":["組合せ荷重を受ける斜杭パイルド・ラフトおよび群杭基礎の変形挙動に関する研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T12:50:40.123766+00:00"}