{"created":"2023-07-27T06:59:18.571143+00:00","id":58768,"links":{},"metadata":{"_buckets":{"deposit":"ddff4198-c4ca-40f0-bca0-8ac281ab836a"},"_deposit":{"created_by":18,"id":"58768","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58768"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058768","sets":["934:935:936"]},"author_link":["103187","90929","69332","90930"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_794","bibliographicPageStart":"I_788","bibliographicVolumeNumber":"74","bibliographic_titles":[{"bibliographic_title":"土木学会論文集A1（構造・地震工学）"},{"bibliographic_title":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","bibliographic_titleLang":"en"}]}]},"item_4_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Serikawa, Yuko"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"2011年東日本大震災では埋立地等の戸建住宅に液状化被害が多発し，その数は計2万7千棟を数える．これらの被害を受け，地震による液状化被害は深刻な問題となり，今後の安全な宅地供給を期待するとともに，液状化対策コストの低廉化を進めることが求められている．著者らは，液状化対策にMLT工法を活用することを提案しており，より実用的な工法の考案に繋げるため，砂質地盤における室内模型実験と実物実験（貫入試験）を行い，実験結果と理論値を比較した．貫入前後で砂地盤での相対密度が増加しており，液状化地盤への対策として有効であることが明らかとなった．","subitem_description_type":"Abstract"},{"subitem_description":"This study focuses on space dilatation by using MLT method as a countermeasure of liquefaction. Relative density of sand layer is increased by space dilatation by using MLT method. First, increase of the relative density of sand layer was theoretically estimated by space dilatation theory. Then laboratory tests were conducted by a model auger screw and sand box. The results of laboratory tests showed good agreement with our estimation and increase of relative density of sand layer was verified. A field test was also conducted. The increase of relative density was not clear in clay layers but clear in sand layers a little.","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":"10.24517/00065036","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/jscejseee.74.I_788","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/jscejseee/-char/ja"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/jscejseee/-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_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2185-4653","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":"芹川, 由布子"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-01-31"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-74_I_788.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-74_I_788.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58768/files/TE-PR-MIYAJIMA-M-74_I_788.pdf"},"version_id":"2ad9dcfb-f6a3-499b-b134-1f93b6623397"}]},"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":"液状化対策としての空洞拡張による相対密度増加効果に関する基礎的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"液状化対策としての空洞拡張による相対密度増加効果に関する基礎的研究"},{"subitem_title":"Applicability of mlt method for liquefaction suppression: preliminary study on relative density increase caused by borehole expansion","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-01-31"},"publish_date":"2022-01-31","publish_status":"0","recid":"58768","relation_version_is_last":true,"title":["液状化対策としての空洞拡張による相対密度増加効果に関する基礎的研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T13:54:24.906400+00:00"}