{"created":"2021-03-01T06:39:15.493908+00:00","id":30889,"links":{},"metadata":{"_buckets":{"deposit":"6ad9484d-4d49-426d-92e5-f6aa1d4e5ac4"},"_deposit":{"id":"30889","owners":[],"pid":{"revision_id":0,"type":"depid","value":"30889"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00030889","sets":["320:2524:2544:2588"]},"author_link":["102235","102236","102237"],"item_1615768549627":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_9_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1980-11-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"142","bibliographicPageStart":"86","bibliographicVolumeNumber":"32","bibliographic_titles":[{"bibliographic_title":"Memoirs of the Faculty of Engineering, Nagoya University","bibliographic_titleLang":"en"}]}]},"item_9_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This paper describes the “Dynamic Design Procedure” of earth construction works. In the general design problems, all information needed for design is collected in advance and the design is completed before the construction. However, since many kind of uncertainties such as the analytical errors in idealization of the complicated real behavior, the variation of soil properties and insufficient information due to limited numbers of samples are inevitable in the results of design, it is far better from both view points of costs and safety in construction that we proceed with construction changing the previous design by using new information which can be obtained during construction. This advantage is specifically large in the earthwork problems because the change of design is comparatively easy. In the present paper, the process in which the previous design is changed by new information and the optimal design can be always led is called the “Dynamic Design Procedure” and formulated based on the Bayesian reliability prediction. The stability problems of embankment and excavation are mainly taken up as the concrete examples of earth construction works.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_9_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.18999/memfenu.32.1.86","subitem_identifier_reg_type":"JaLC"}]},"item_9_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Faculty of Engineering, Nagoya University","subitem_publisher_language":"en"}]},"item_9_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_9_source_id_7":{"attribute_name":"ISSN（print）","attribute_value_mlt":[{"subitem_source_identifier":"0027-7657","subitem_source_identifier_type":"PISSN"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Matsuo, Minoru","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"102235","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Asaoka, Akira","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"102236","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kawamura, Kunio","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"102237","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-11-24"}],"displaytype":"detail","filename":"32-1-02.pdf","filesize":[{"value":"5.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"32-1-02.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/30889/files/32-1-02.pdf"},"version_id":"adc2968c-6843-48af-a326-70fa697fdf90"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"Reliability-based design of geotechnical engineering problems","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Reliability-based design of geotechnical engineering problems","subitem_title_language":"en"}]},"item_type_id":"9","owner":"1","path":["2588"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-11-24"},"publish_date":"2020-11-24","publish_status":"0","recid":"30889","relation_version_is_last":true,"title":["Reliability-based design of geotechnical engineering problems"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T05:14:24.103158+00:00"}