{"created":"2023-07-27T06:54:48.828386+00:00","id":50336,"links":{},"metadata":{"_buckets":{"deposit":"b2f0ded5-f870-470e-84be-51d9672929e6"},"_deposit":{"created_by":18,"id":"50336","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"50336"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00050336","sets":["2812:2813:2822"]},"author_link":["91141","91142"],"item_9_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2012-04-20","bibliographicIssueDateType":"Issued"},"bibliographicPageStart":"6p.","bibliographicVolumeNumber":"2009-2011","bibliographic_titles":[{"bibliographic_title":"平成23(2011)年度 科学研究費補助金 基盤研究(C) 研究成果報告書"},{"bibliographic_title":"2011 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":"N値やCPTデータを用いた経験式による杭支持力予測の精度向上を目的として、杭およびSPTサンプラー(開端杭)の貫入や水平載荷による地盤内応力変化の違いを把握する実験と解析を実施した。実験では, PIVシステムによって,鉛直および水平載荷時の杭周辺地盤の変位,変形,ひずみ分布を詳細に得ることができた。また,管内土の押上げ実験とそのDEM解析を通じて, SPTサンプラー(開端杭)の挙動に大きな影響を及ぼすパラメータを明らかにした。","subitem_description_type":"Abstract"},{"subitem_description":"Experimental and analytical studies were carried out to clarify the penetration mechanism of pile and SPT sampler(open-ended pipe pile). In the experiments of penetration and cyclic horizontal loading of piles, displacements of the surrounding soils were monitored using a PIV technique. And, strain field of the ground was successfully estimated, from which stress field would be estimated in future study.","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:21560518, 研究期間(年度):2009-2011","subitem_description_type":"Other"},{"subitem_description":"出典：研究課題「杭,コーン, SPTサンプラーなどの貫入体による地盤応力変化に関する基礎的研究」課題番号21560518\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-21560518/21560518seika/）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":"10.24517/00056645","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-21560518/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-21560518/","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-21560518/21560518seika/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-21560518/21560518seika/","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 2012-6p.pdf","filesize":[{"value":"599.6 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MATSUMOTO-T-kaken 2012-6p.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/50336/files/TE-PR-MATSUMOTO-T-kaken 2012-6p.pdf"},"version_id":"ea85ac16-6b31-490d-a617-590277c77776"}]},"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":"杭,コーン, SPTサンプラーなどの貫入体による地盤応力変化に関する基礎的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"杭,コーン, SPTサンプラーなどの貫入体による地盤応力変化に関する基礎的研究"},{"subitem_title":"A fundamental study on stress change in group due to penetration projectile pile, cone and SPT sampler","subitem_title_language":"en"}]},"item_type_id":"9","owner":"18","path":["2822"],"pubdate":{"attribute_name":"公開日","attribute_value":"2020-01-27"},"publish_date":"2020-01-27","publish_status":"0","recid":"50336","relation_version_is_last":true,"title":["杭,コーン, SPTサンプラーなどの貫入体による地盤応力変化に関する基礎的研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T13:24:37.401867+00:00"}