{"created":"2023-07-27T06:51:03.357049+00:00","id":44310,"links":{},"metadata":{"_buckets":{"deposit":"033ed4bb-eb42-4a7b-897a-88d0746d25a7"},"_deposit":{"created_by":18,"id":"44310","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"44310"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00044310","sets":["934:935:936"]},"author_link":["75069","2245","75072","11686","75071","75075","75080","75070","75079","75081","75077","75067","75078","75082","75074","75073"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"226","bibliographicPageStart":"221","bibliographicVolumeNumber":"25","bibliographic_titles":[{"bibliographic_title":"ジオシンセティックス論文集"},{"bibliographic_title":"Geosynthetics Engineering Journal","bibliographic_titleLang":"en"}]}]},"item_4_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Tajima, Tomonori"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Maegawa, Koji"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Shimada, Masaru"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Murata, Yoshihisa"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Akinaga, Takuya"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Watanabe, Shinobu"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Namba, Masakazu"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Tphda, Masumi"}],"nameIdentifiers":[{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Full-scale slope-rockfall tests were carried out in order to confirm the rockfall protection performance of soil-walls reinforced with two alternating kinds of geogrids. Moreover, cushioning layers made of geocells filled with relatively small gravel were arranged on the upstream side of reinforced soil-walls to buffer and disperse the impact of rockfalls. The reinforced soil-walls were demonstrated to have excellent performance as rockfall protection structures. Advanced techniques to measure the impact force of rockfalls rolling down actual slopes and design essentials of reinforced soil-walls were also developed.","subitem_description_type":"Abstract"},{"subitem_description":"現在，落石の危険を伴う斜面に用いる対策は多種多様な工種があるが，補強土壁は落石防護構造として効果的であることが最近の研究でわかってきた．\n著者らは，ジオグリッドによる補強土壁における落石防護性能の確認を目的として，斜面落石に対する実物大実験を実施した．また，単粒度砕石を充填したジオセルを補強土壁の山側に配置し，落石の衝撃に対する緩衝効果を検証した．本研究では，補強土壁は落石防護性能に優れるとともに，ジオセルによる緩衝体は落石の衝撃緩和に効果的であるとの評価を得た．\n本論文では，実験方法および実験結果について考察し報告する．","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環境デザイン学系","subitem_description_type":"Other"}]},"item_4_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00050652","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"国際ジオシンセティックス学会日本支部 = Japan Chapter of International Geosynthetics Society"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.5030/jcigsjournal.25.221","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"http://www.jcigs.org/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jcigs.org/","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://www.jstage.jst.go.jp/browse/jcigsjournal/-char/en"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/jcigsjournal/-char/en","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © 国際ジオシンセティックス学会日本支部 Japan Chapter of International Geosynthetics Society"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1344-6193","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":"田島, 与典"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"前川, 幸次 "}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"島田, 優"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"村田, 佳久"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"明永, 卓也"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"渡邊, 忍"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"難波, 正和"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"遠田, 真澄"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-04-27"}],"displaytype":"detail","filename":"TE-PR-MAEGAWA-K-221.pdf","filesize":[{"value":"1.6 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MAEGAWA-K-221.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/44310/files/TE-PR-MAEGAWA-K-221.pdf"},"version_id":"6c833dd4-555f-4d81-8135-4833bbe6ab45"}]},"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":"実物大斜面落石実験によるジオグリッドとジオセルを用いた補強土壁の評価","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"実物大斜面落石実験によるジオグリッドとジオセルを用いた補強土壁の評価"},{"subitem_title":"Evaluation of reinforced soil walls using geogrid and geocell by full-scale slope-rockfall tests","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-04-27"},"publish_date":"2018-04-27","publish_status":"0","recid":"44310","relation_version_is_last":true,"title":["実物大斜面落石実験によるジオグリッドとジオセルを用いた補強土壁の評価"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T17:32:14.752640+00:00"}