{"created":"2023-07-25T09:15:51.079282+00:00","id":15875,"links":{},"metadata":{"_buckets":{"deposit":"922d05d2-ff8b-44a6-99e2-7c4b5b31f76b"},"_deposit":{"created_by":22,"id":"15875","owners":[22],"pid":{"revision_id":0,"type":"depid","value":"15875"},"status":"published"},"_oai":{"id":"oai:toyama.repo.nii.ac.jp:00015875","sets":["74:77:133:1755"]},"author_link":["1679"],"item_3_alternative_title_19":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Development and Estimation of Mathmatical Modeling for Ballast Simulations and Earthquake Resistant Ballast Ground Mixed with the Stabilized Structure"}]},"item_3_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018-03-16","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"121","bibliographicPageStart":"113","bibliographicVolumeNumber":"12","bibliographic_titles":[{"bibliographic_title":"富山大学人間発達科学部紀要 = Memoirs of the Faculty of Human Development University of Toyama"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"バラスト基礎地盤は、鉄道軌道のバラスト道床に代表される土木・建築工事や港湾等の基礎工に利用される重要なインフラ技術であり、耐震性向上は必要不可欠である。一方、バラスト基礎破壊の修復・復旧には膨大な維持・補修費が必要である。地震大国・日本において首都直下型地震や南海トラフ巨大地震などの発生が予測されている中、バラスト基礎地盤のレジリエントな防災・減災機能の強化のため、バラスト基礎地盤の耐震性抵抗力を向上させるハード的対策技術と、その理論的支柱となる数値解析法が求められている。バラスト粒状体により構成される地盤の材料特性と、そのメカニズムを解析する新しい弾性体力学を構築し、大型三軸試験による実証データとシミュレーションとの整合により、耐震性に優れた地盤の評価技術を確立し、地盤の耐震性を高める安定化構造体と耐震基礎を開発する。","subitem_description_type":"Abstract"}]},"item_3_description_40":{"attribute_name":"資源タイプ(DSpace)","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_3_description_6":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"富山大学人間発達科学部紀要, 12巻2号, 2018.03.16, Page 113-121","subitem_description_type":"Other"}]},"item_3_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"1679","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"9000006202070","nameIdentifierScheme":"CiNii ID","nameIdentifierURI":"http://ci.nii.ac.jp/nrid/9000006202070"},{"nameIdentifier":"30355838","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000030355838"}],"names":[{"name":"Okumura, Hiroshi"}]}]},"item_3_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.15099/00018340","subitem_identifier_reg_type":"JaLC"}]},"item_3_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"富山大学人間発達科学部"}]},"item_3_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12181167","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881316X","subitem_source_identifier_type":"ISSN"}]},"item_3_subject_22":{"attribute_name":"国立国会図書館分類","attribute_value_mlt":[{"subitem_subject":"ZV1","subitem_subject_scheme":"NDLC"}]},"item_3_version_type_16":{"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":"奥村, 弘"}],"nameIdentifiers":[{},{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-03-24"}],"displaytype":"detail","filename":"01-12_12-2_page113to121.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"01-12_12-2_page113to121","url":"https://toyama.repo.nii.ac.jp/record/15875/files/01-12_12-2_page113to121.pdf"},"version_id":"81de8cc8-0c47-4748-b93a-6518a66c6f74"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"バラスト（単粒度砕石）","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震性地盤","subitem_subject_scheme":"Other"},{"subitem_subject":"安定化構造体","subitem_subject_scheme":"Other"},{"subitem_subject":"レジリエントな防災・減災","subitem_subject_scheme":"Other"},{"subitem_subject":"弾性体モデル","subitem_subject_scheme":"Other"},{"subitem_subject":"有限要素解析","subitem_subject_scheme":"Other"},{"subitem_subject":"Ballast","subitem_subject_scheme":"Other"},{"subitem_subject":"Earthquake-Resistant Ground","subitem_subject_scheme":"Other"},{"subitem_subject":"Resilient Disaster Prevention-Reduction","subitem_subject_scheme":"Other"},{"subitem_subject":"Stabilized Structure","subitem_subject_scheme":"Other"},{"subitem_subject":"Elastic Body Model","subitem_subject_scheme":"Other"},{"subitem_subject":"Finite Element Simulation","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":"departmental bulletin 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