{"created":"2023-07-27T06:54:48.781853+00:00","id":50335,"links":{},"metadata":{"_buckets":{"deposit":"39e6601d-3d28-432f-aca6-eec588de3374"},"_deposit":{"created_by":18,"id":"50335","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"50335"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00050335","sets":["2812:2813:2819"]},"author_link":["91141","91142"],"item_9_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015-06-09","bibliographicIssueDateType":"Issued"},"bibliographicPageStart":"6p.","bibliographicVolumeNumber":"2012-04-01 - 2015-03-31","bibliographic_titles":[{"bibliographic_title":"平成26(2014)年度 科学研究費補助金 基盤研究(C) 研究成果報告書"},{"bibliographic_title":"2014 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":"本研究課題では、組合せ荷重を受ける群杭(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。また、PG及びPRについては、振動台実験も実施した。これらの実験より、いずれの荷重条件においても、PRはPG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。\n三軸試験から求まる地盤の力学的定数を用いた三次元FEM解析によって、静的実験結果をある程度再現することができた。","subitem_description_type":"Abstract"},{"subitem_description":"Static and dynamic (shaking) load tests on a pile group and a piled raft were carried in a model dry sand ground, in order to investigate behaviours of a model pile group (PG) and a model piled raft (PR). In the static load tests, vertical load tests on a single pile, a raft alone, PG and PR, and cyclic horizontal load tests on PG and PR with a constant vertical load were carried out. Shaking table tests were carried out on PG and PR. It was demonstrated that deformation of PR is suppressed compared to PG in any loading conditions, and that PR has ductile (tenacious) response showing the advantage of PR over PG.\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:24560601, 研究期間(年度):2012-04-01 - 2015-03-31","subitem_description_type":"Other"},{"subitem_description":"出典：研究課題「組合せ荷重を受ける群杭およびパイルド・ラフト基礎の実用的な三次元変形解析法の開発」課題番号24560601\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-24560601/24560601seika/)を加工して作成","subitem_description_type":"Other"}]},"item_9_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00056644","subitem_identifier_reg_type":"JaLC"}]},"item_9_publisher_17":{"attribute_name":"公開者","attribute_value_mlt":[{"subitem_publisher":"金沢大学理工研究域地球社会基盤学系"}]},"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-24560601/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-24560601/","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-24560601/24560601seika/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-24560601/24560601seika/","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 2015-6p.pdf","filesize":[{"value":"775.8 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MATSUMOTO-T-kaken 2015-6p.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/50335/files/TE-PR-MATSUMOTO-T-kaken 2015-6p.pdf"},"version_id":"bef92082-c096-4c30-a730-bdd49954ea00"}]},"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群杭およびパイルド・ラフト基礎の実用的な三次元変形解析法の開発","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"組合せ荷重を受ける群杭およびパイルド・ラフト基礎の実用的な三次元変形解析法の開発"},{"subitem_title":"Three-dimensional analysis of pile group and piled raft subjected to combination loads","subitem_title_language":"en"}]},"item_type_id":"9","owner":"18","path":["2819"],"pubdate":{"attribute_name":"公開日","attribute_value":"2020-01-27"},"publish_date":"2020-01-27","publish_status":"0","recid":"50335","relation_version_is_last":true,"title":["組合せ荷重を受ける群杭およびパイルド・ラフト基礎の実用的な三次元変形解析法の開発"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T09:42:15.153923+00:00"}