{"created":"2023-05-15T16:40:09.966055+00:00","id":14320,"links":{},"metadata":{"_buckets":{"deposit":"228a60d4-26a3-4c92-851e-32c1837ef385"},"_deposit":{"created_by":2,"id":"14320","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"14320"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00014320","sets":["14:15:1180:1201"]},"author_link":["52025","52026","52027","52028","52024"],"item_3_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1989-08","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"33","bibliographicPageEnd":"68","bibliographicPageStart":"59","bibliographicVolumeNumber":"19","bibliographic_titles":[{"bibliographic_title":"長崎大学工学部研究報告"},{"bibliographic_title":"Reports of the Faculty of Engineering, Nagasaki University","bibliographic_titleLang":"en"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Two case studies of settlement prediction of Ariake clay ground which is counted as one of the soft clays in Japan are described. The one of them is to report a long-term settlement which have been observed over 25 years since construction of embankment for breakwater on the coastal Ariake deposit. The another case study is concerned with the settlement of low embankment highway on Ariake clay whose shallow surface was improved by quicklime-clay mixture as a countermeasure for the settlement. It is featured by the fact that the predominant secondary settlement is common with two case studies. The finite element method using an elasto-plastic model was adopted to analyze the settlement of Ariake clay observed in above-mentioned two case studies under sustained and transient loading, respectively. It is concluded from comparison of analytieal results with observed settlement that the proposed model with consideration of secondary compression is advantageous for settlement prediction of soft clay ground.","subitem_description_type":"Abstract"}]},"item_3_description_64":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"長崎大学工学部研究報告, 19(33), pp.59-68; 1989","subitem_description_type":"Other"}]},"item_3_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長崎大学工学部"}]},"item_3_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00178418","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"02860902","subitem_source_identifier_type":"ISSN"}]},"item_3_source_id_8":{"attribute_name":"EISSN","attribute_value_mlt":[{"subitem_source_identifier":"18805574","subitem_source_identifier_type":"ISSN"}]},"item_3_text_63":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Faculty of Engineering, Nagasaki University"}]},"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":"Tanabashi, Yoshihiko"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Ochiai, Hidetoshi"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Yasuhara, Kazuya"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Kamuro, Kazuhide"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Iseda, Tetsuya"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-22"}],"displaytype":"detail","filename":"kogaku19_33_09.pdf","filesize":[{"value":"676.5 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kogaku19_33_09.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/14320/files/kogaku19_33_09.pdf"},"version_id":"c1a5c1ed-f8bc-4a3f-a122-cce6e11a068e"}]},"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":"Settlement Prediction of Soft Clay Ground under Sustained and Transient Loading","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Settlement Prediction of Soft Clay Ground under Sustained and Transient Loading"}]},"item_type_id":"3","owner":"2","path":["1201"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-10-20"},"publish_date":"2010-10-20","publish_status":"0","recid":"14320","relation_version_is_last":true,"title":["Settlement Prediction of Soft Clay Ground under Sustained and Transient Loading"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T00:21:20.290473+00:00"}