{"created":"2023-07-27T06:59:18.028729+00:00","id":58747,"links":{},"metadata":{"_buckets":{"deposit":"797f06e9-4471-40c4-b04d-a89da86d0925"},"_deposit":{"created_by":18,"id":"58747","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58747"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058747","sets":["934:935:936"]},"author_link":["92299","11052","103492","103187","69332","104706","9906","102688"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1993-01-20","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"459","bibliographicPageEnd":"158","bibliographicPageStart":"149","bibliographicVolumeNumber":"1993","bibliographic_titles":[{"bibliographic_title":"土木学会論文集"},{"bibliographic_title":"Doboku Gakkai Ronbunshu","bibliographic_titleLang":"en"}]}]},"item_4_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Yoshida, Masaho"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Kitaura, Masaru"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"Ohishi, Hiroshi"}],"nameIdentifiers":[{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"埋設管路の液状化被害軽減のための対策として, 砕石ドレーン工法を適用し実験的に検討を行った. まず, 砕石ドレーン工法の液状化防止効果が周辺地盤の挙動に与える影響とその範囲について検討を行い, 特に液状化時の埋設管路の破壊要因の一つである地盤沈下に注目し, 砕石の打設された飽和砂地盤での地盤沈下特性を明らかにした. つぎに, 管路の周囲に砕石柱を打設した場合の地盤と管路の挙動を, 無対策地盤での挙動と比較検討を行い, 本工法の埋設管路への適用に関する有効性および問題点を指摘した.","subitem_description_type":"Abstract"},{"subitem_description":"This paper deals with application of a gravel drain system to underground pipelines in order to mitigate their damage due to liquefaction. Pipelines' damage in liquefaction process is supposed to be caused by various factors; buoyancy, dynamic response of ground, ground deformation, etc. Two types of small scale test were conducted. The first especially focused on the settlement of ground. Test results suggest that the settlement of sandy ground improved by the gravel drain system correlated to the maximum excess pore water pressure ratio in the liquefiable ground. The second test was conducted to study the effects of the gravel drain system to performance of pipelines, and to clarify the problems which should be solved before the gravel drain system is designed for underground pipelines. The gravel drain system can reduce the settlement of ground around pipelines, and reduce the duration of vibration strains and floatation of the pipelines.","subitem_description_type":"Abstract"}]},"item_4_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_4_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00065015","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会 Japan Society of Civil Engineers"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/jscej.1993.459_149","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"https://www.jstage.jst.go.jp/browse/jscej/-char/ja"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/jscej/-char/ja","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"http://www.jsce.or.jp/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jsce.or.jp/","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © 土木学会 Japan Society of Civil Engineers"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN10014020","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0289-7806","subitem_source_identifier_type":"ISSN"},{"subitem_source_identifier":"1882-7187","subitem_source_identifier_type":"ISSN"}]},"item_4_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":"吉田, 雅穂"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"北浦, 勝"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"大石, 博"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-03-14"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-1993_149.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-1993_149.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58747/files/TE-PR-MIYAJIMA-M-1993_149.pdf"},"version_id":"d870518c-514c-4730-b36b-f77318dd69e7"}]},"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":"砕石ドレーン工法による埋設管路の液状化対策に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"砕石ドレーン工法による埋設管路の液状化対策に関する実験的研究"},{"subitem_title":"Experimental study on a countermeasure against liquefaction for underground pipelines using gravel drain system","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-03-14"},"publish_date":"2022-03-14","publish_status":"0","recid":"58747","relation_version_is_last":true,"title":["砕石ドレーン工法による埋設管路の液状化対策に関する実験的研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T13:41:09.990151+00:00"}