{"created":"2023-07-27T06:59:26.637366+00:00","id":59026,"links":{},"metadata":{"_buckets":{"deposit":"ae41a946-15d2-47f1-98b0-8f5e56bfc584"},"_deposit":{"created_by":3,"id":"59026","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"59026"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00059026","sets":["934:941:1024:4069"]},"author_link":["92299","11052","103492","69332","9906"],"item_7_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1988-10-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"43","bibliographicPageStart":"37","bibliographicVolumeNumber":"21","bibliographic_titles":[{"bibliographic_title":"金沢大学工学部紀要"},{"bibliographic_title":"Memoirs of the Faculty of Technology Kanazawa University","bibliographic_titleLang":"en"}]}]},"item_7_creator_34":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Kitaura, Masaru"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"Yoshida, Masaho"}],"nameIdentifiers":[{},{}]}]},"item_7_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":" The present paper deals with model experiments on application of gravel piles to buried pipelines in order to mitigate pipelines' damage due to liquefaction. Gravel pile method is one of the effective methods of stabilizing a soil deposit susceptible to liquefaction. Construction of gravel piles has no great vibration and noise, therefore it can be applicable to sites in urban areas and near buildings. This method was applied to many sites for buildings, however, it was not used for buried pipelines because of wide construction sites. In the present study, model experi­ments were conducted in order to investigate effects of gravel piles to response of buried pipelines. Although we find the gravel pile method is an effective measure for ·damage mitigation of buried pipelines due to liquefaction, it is clarified there still exist certain problems to be solved before the gravel pile method is applied to real buried pipelines. ","subitem_description_type":"Abstract"}]},"item_7_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00065288","subitem_identifier_reg_type":"JaLC"}]},"item_7_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"金沢大学工学部"}]},"item_7_publisher_19":{"attribute_name":"出版者（別名）","attribute_value_mlt":[{"subitem_publisher":"Faculty of Technology Kanazawa University"}]},"item_7_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00044309","subitem_source_identifier_type":"NCID"}]},"item_7_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0022-832X","subitem_source_identifier_type":"ISSN"}]},"item_7_version_type_25":{"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":"北浦, 勝"}],"nameIdentifiers":[{"nameIdentifier":"9906","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70026269","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70026269"},{"nameIdentifier":"70026269","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000070026269"}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{"nameIdentifier":"69332","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70143881","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70143881"},{"nameIdentifier":"70143881","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=70143881"},{"nameIdentifier":"70143881","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000070143881"}]},{"creatorNames":[{"creatorName":"吉田, 雅穂"}],"nameIdentifiers":[{"nameIdentifier":"11052","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"90210723","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=90210723"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-01-27"}],"displaytype":"detail","filename":"AN00044309-21-2-37-43.pdf","filesize":[{"value":"299.9 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"AN00044309-21-2-37-43.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/59026/files/AN00044309-21-2-37-43.pdf"},"version_id":"82fe5bec-da65-43a8-9ba3-5bc94fe3fc85"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"countermeasure","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"gravel pile","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"liquefaction","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"model experiment","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"pipeline","subitem_subject_language":"en","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"グラベルパイルを用いた地中埋設管の液状化対策に関する模型実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"グラベルパイルを用いた地中埋設管の液状化対策に関する模型実験"},{"subitem_title":"Model Experiments on Damage Mitigation of Buried Pipelines Due to Liquefaction Using Gravel Piles","subitem_title_language":"en"}]},"item_type_id":"7","owner":"3","path":["4069"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-01-27"},"publish_date":"2022-01-27","publish_status":"0","recid":"59026","relation_version_is_last":true,"title":["グラベルパイルを用いた地中埋設管の液状化対策に関する模型実験"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-07-27T09:11:42.181630+00:00"}