{"created":"2023-06-19T10:29:45.522515+00:00","id":9762,"links":{},"metadata":{"_buckets":{"deposit":"bf6aa2a2-468d-4a09-9571-8b35ee2641d5"},"_deposit":{"created_by":18,"id":"9762","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"9762"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00009762","sets":["216:272","216:275","46"]},"author_link":["9850","483","9434","55414","55396"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"995","bibliographicPageStart":"983","bibliographicVolumeNumber":"60","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of structural engineering. A","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":"In order to establish a performance-based design procedure for rock-sheds, material properties of the cushion layer in situ were investigated and large-scale falling-weight impact test for gravel cushion which is applied for many existing rock-sheds was conducted varying thickness of cushion material and falling high of the weight as variables. The results obtained from this study were as follows: 1) not only sand cushion but also gravel cushion were used for many existing rock-sheds and the cushions were under strongly compacted; 2) in the cases of same impact energy but different mass of weight, those penetration depths of weight were a little different but maximum impact forces were almost the same each other; and 3) maximum weight and transmitted impact forces in the case of gravel cushion were two to four times greater than those in the case of sand cushion.","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":"10.11532/structcivil.60A.983","subitem_link_url":"https://doi.org/10.11532/structcivil.60A.983"}]},"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":"木幡 行宏（KOHATA 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Masato）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000258_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":"130005438925","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":"10.11532/structcivil.60A.983","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/structcivil/60A/0/60A_983/_pdf/-char/ja","subitem_relation_type_select":"URI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© copyright 2014 土木学会","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-6614","subitem_source_identifier_type":"PISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12210243","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open 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MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE_60A_983_995","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/9762/files/JSE_60A_983_995.pdf"},"version_id":"27f4a7dd-65d2-4207-b9ad-9018289d2eee"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"ロックシェッド","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"敷砂緩衝材","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"砕石緩衝材","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"重錘落下実験","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"Rock-shed","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"sand cushion","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"gravel cushion","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"falling-weight impact test","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":"敷砂あるいは砕石緩衝材の緩衝特性に関する大型重錘落下衝撃実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"敷砂あるいは砕石緩衝材の緩衝特性に関する大型重錘落下衝撃実験","subitem_title_language":"ja"},{"subitem_title":"Large-scale falling-weight impact test of sand cushion and gravel cushion with various conditions","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","272","275"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2019-03-05"},"publish_date":"2019-03-05","publish_status":"0","recid":"9762","relation_version_is_last":true,"title":["敷砂あるいは砕石緩衝材の緩衝特性に関する大型重錘落下衝撃実験"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-12-15T02:19:49.652750+00:00"}