{"created":"2023-06-19T09:51:06.748639+00:00","id":8132,"links":{},"metadata":{"_buckets":{"deposit":"e907788d-3189-472b-a37f-8f1cd5c9c886"},"_deposit":{"created_by":3,"id":"8132","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8132"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008132","sets":["502:505:675:711"]},"author_link":["43607","43609","43608"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"70","bibliographicPageStart":"65","bibliographicVolumeNumber":"27","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"柴田, 徹"}],"nameIdentifiers":[{"nameIdentifier":"43607","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"The stress (p)-strain(ε) relationship of clays under K_0-consolidation is influenced by numerous factors: strain rate(ε^^.), temperature(T), disturbance, and stress path, etc. In this paper, ε^^. and T are considered as the major factors, and their effects are studied. The first part of the paper, on the basis of the published data, p-ε-ε^^. relationships are developed; the results are shown by the curved surface of Fig.8. In a second part, results of separated type consolidometer, carried out at the Port & Harbour Research Inst., are discussed. In this type of test,the soil layer is divided into five inter-connected subspecimens. At the same time, a stydy is made of the in-situ p-ε curves measured at the construction site of the Kansai International Airport. Finally, the combined effect of ε^^. and T has been quantified, and the yield stress p_y can be described as a function of ε and T,[Eq.(4)]. Moreover,it is shown that the p-ε curves obtained at various ε^^. and T coincid on the conditions of Eq. (5).","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43608","nameIdentifierScheme":"WEKO"}],"names":[{"name":"シバタ, トオル"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43609","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SHIBATA, Toru","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_10":{"attribute_name":"著者所属(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部建設環境工学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2003-12-01"}],"displaytype":"detail","filename":"KJ00005781528.pdf","filesize":[{"value":"574.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8132/files/KJ00005781528.pdf"},"version_id":"88ab973e-c9e7-460a-a98b-c52fb8a07483"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"応力-ひずみ","subitem_subject_scheme":"Other"},{"subitem_subject":"K_0-圧密","subitem_subject_scheme":"Other"},{"subitem_subject":"粘土","subitem_subject_scheme":"Other"},{"subitem_subject":"ひずみ速度","subitem_subject_scheme":"Other"},{"subitem_subject":"温度","subitem_subject_scheme":"Other"},{"subitem_subject":"Stress-Strain","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"K_0-consolidation","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Clay","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Strain-rate","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Temperature","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"K_0-圧密を受ける粘土の応力-ひずみ特性","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"K_0-圧密を受ける粘土の応力-ひずみ特性"},{"subitem_title":"Stress-Strain Characteristics of Clays under K_0-consolidation","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["711"],"pubdate":{"attribute_name":"公開日","attribute_value":"2003-12-01"},"publish_date":"2003-12-01","publish_status":"0","recid":"8132","relation_version_is_last":true,"title":["K_0-圧密を受ける粘土の応力-ひずみ特性"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:29:08.943999+00:00"}