{"created":"2023-06-19T10:29:46.063257+00:00","id":9776,"links":{},"metadata":{"_buckets":{"deposit":"c7d647dc-2fcf-424f-bf71-a21dd908eda1"},"_deposit":{"created_by":18,"id":"9776","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"9776"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00009776","sets":["216:408:279","46"]},"author_link":["12189","42148","45891","55460","55462","43929","55459"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"I_864","bibliographicPageStart":"I_859","bibliographicVolumeNumber":"73","bibliographic_titles":[{"bibliographic_title":"土木学会論文集B2(海岸工学)","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)","bibliographic_titleLang":"en"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"国道231号石狩市浜益地区の海岸道路では，高波による通行障害が多発していたことから，車両の安全通行を目的として，消波護岸の背後に防波フェンスを設置することが計画された．まず現地において越波飛沫の打ち上げ高さの観測を行い，10年確率波に対して1/20最大打ち上げ高さを用いて，防波フェンスの必要高さを決定した．さらに縮尺1/40で2次元水理模型実験を行って，設計波である50年確率波に対して, 防波フェンスに働く波圧分布を求め，それをもとに各諸元を決定した．防波フェンスの設置後，2015年10月には設計波に相当する波浪が来襲した．その後の調査によって，防波フェンスには変状が生じていないことから，現地条件に対する設計手法の妥当性が明らかとなった．","subitem_description_language":"ja","subitem_description_type":"Abstract"},{"subitem_description":"Traffic hindrances were often caused by wave overtopping under storm wave conditions on a coastal road of Route 231 at Hamamasu District of Ishikari City. In order to keep the safety passage of vehicles on the site, the necessary height of the wave splash barrier was designed based on the field data of wave overtopping. Hydraulic model tests with irregular waves of 1/40 scale were also carried out to obtain the wave force distribution acting the wave splash barrier. After the construction of the wave splash barriers, extreme storm waves, equivalent to the design wave condition, attacked the site on October, 2015. Because no damage was identified on the wave splash barriers, the applicability of the design procedures was confirmed for the prototype conditions.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.2208/kaigan.73.I_859","subitem_link_url":"https://doi.org/10.2208/kaigan.73.I_859"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"木村 克俊（KIMURA Katsutoshi）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000045_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"130006171906","subitem_relation_type_select":"NAID"}}]},"item_79_relation_18":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/kaigan.73.I_859","subitem_relation_type_select":"DOI"}}]},"item_79_relation_22":{"attribute_name":"主となる版","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/article/kaigan/73/2/73_I_859/_pdf/-char/ja","subitem_relation_type_select":"URI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 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マサシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-03-11"}],"displaytype":"detail","filename":"JSCE_73_2_I859_I864.pdf","filesize":[{"value":"1.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSCE_73_2_I859_I864","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/9776/files/JSCE_73_2_I859_I864.pdf"},"version_id":"f68068c9-32e0-4c14-9a3c-9cad127df94e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"coastal road","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"wave splash barrier","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"block mound seawall","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"design","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"construction","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"国道231号石狩市浜益海岸道路における防波フェンスの設計と施工","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"国道231号石狩市浜益海岸道路における防波フェンスの設計と施工","subitem_title_language":"ja"},{"subitem_title":"DESIGN AND CONSTRUCTION OF WAVE SPLASH BARRIERS FOR A COASTAL ROAD OF ROUTE 231 AT HAMAMASU DISTRICT OF ISHIKARI CITY","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","279"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2019-03-11"},"publish_date":"2019-03-11","publish_status":"0","recid":"9776","relation_version_is_last":true,"title":["国道231号石狩市浜益海岸道路における防波フェンスの設計と施工"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-04-01T00:25:00.838597+00:00"}