{"created":"2023-06-19T10:27:18.550761+00:00","id":6226,"links":{},"metadata":{"_buckets":{"deposit":"0619ee7a-14f4-4f1e-a1e1-94c8c613f621"},"_deposit":{"created_by":18,"id":"6226","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6226"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006226","sets":["216:278","46"]},"author_link":["45957","45958","9852"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"815","bibliographicPageStart":"811","bibliographicVolumeNumber":"51","bibliographic_titles":[{"bibliographic_title":"海岸工学論文集","bibliographic_titleLang":"ja"}]}]},"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":"海洋構造物を支持する砂地盤の流動現象を評価するために, 波浪のような荷重を再現した一連の模型実験を行った. 本研究では, 今までに明らかにした構造物支持地盤の強度-変形が地盤の堆積構造 (構造異方性) に強く依存するという事実に基づき, 海洋構造物を支持する異方性地盤の流動変形のメカニズムとその沈下・流動方向を決定する要因を明らかにし, 側方流動変形の卓越方向推定のための方法を検討した. その結果, 原地盤のサンプリング情報等に基づいて地盤の堆積方向βを決定し, 波浪条件 (偏心度など) から支持地盤内に生じる最大主応力方向αを算出すれば, 海底砂地盤の流動方向の推定が可能になる等の事実が示されている.","subitem_description_language":"ja","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/proce1989.51.811","subitem_link_url":"https://doi.org/10.2208/proce1989.51.811"}]},"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":"川村 志麻（KAWAMURA Shima）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000176_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":"130003807878","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/proce1989.51.811","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2004 土木学会　ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09167897","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":"AN10369955","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","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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