{"created":"2023-06-19T09:51:03.910124+00:00","id":8065,"links":{},"metadata":{"_buckets":{"deposit":"21635536-d4e1-41f1-819a-af328831074c"},"_deposit":{"created_by":3,"id":"8065","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8065"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008065","sets":["502:505:675:708"]},"author_link":["43239","43241","43246","43244","43242","43247","43248","43249","43240","43250","43243","43245"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2000-10","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"36","bibliographicPageStart":"31","bibliographicVolumeNumber":"24","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":"平川, 修治"}],"nameIdentifiers":[{"nameIdentifier":"43239","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"柴田, 徹"}],"nameIdentifiers":[{"nameIdentifier":"43240","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"西原, 晃"}],"nameIdentifiers":[{"nameIdentifier":"43241","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"稲岡, 政孝"}],"nameIdentifiers":[{"nameIdentifier":"43242","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":"Cement treatment of soils by liquified stabilization is one of effective methods for improving utilization of large mass of surplus soils generated by construction works. In liquified stabilization, water content of soils is so high comparing with conventional stabilization method that water content affects the strength of cement treated soils. In case of cement treatment in clayey soils, effect of the physical and chemical properties of surplus soils cannot be disregarded too. In this research work, a number of unconfining compression tests have been performed on some cement treated high water content clayey soils. It is shown that effect of water content on the strength of cement treated clayey soils can be evaluated by newly introduced parameter ξ. A method of estimating the strength of cement treated soils using parameter ξ is presented as well.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43243","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ヒラカワ, シュウジ"}]},{"nameIdentifiers":[{"nameIdentifier":"43244","nameIdentifierScheme":"WEKO"}],"names":[{"name":"シバタ, トオル"}]},{"nameIdentifiers":[{"nameIdentifier":"43245","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ニシハラ, アキラ"}]},{"nameIdentifiers":[{"nameIdentifier":"43246","nameIdentifierScheme":"WEKO"}],"names":[{"name":"イナオカ, マサタカ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43247","nameIdentifierScheme":"WEKO"}],"names":[{"name":"HIRAKAWA, Shuji","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43248","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SHIBATA, Toru","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43249","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NISHIHARA, Akira","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43250","nameIdentifierScheme":"WEKO"}],"names":[{"name":"INAOKA, Masataka","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_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"},{"subitem_text_value":"福山大学工学部建設環境工学科"},{"subitem_text_value":"福山大学工学部建設環境工学科"},{"subitem_text_value":"福山大学大学院土木工学専攻:(現)舞鶴市役所"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2000-10-01"}],"displaytype":"detail","filename":"KJ00005781446.pdf","filesize":[{"value":"515.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8065/files/KJ00005781446.pdf"},"version_id":"4aed1ac6-b7e3-4a4c-97fd-266eba8700d1"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"セメント改良","subitem_subject_scheme":"Other"},{"subitem_subject":"高流動化処理","subitem_subject_scheme":"Other"},{"subitem_subject":"粘性土","subitem_subject_scheme":"Other"},{"subitem_subject":"強度","subitem_subject_scheme":"Other"},{"subitem_subject":"Cement treatment","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Liquified stabilization","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Clayey soils","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Strength","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":"セメント改良された高含水比粘性土の強度特性","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"セメント改良された高含水比粘性土の強度特性"},{"subitem_title":"Strength of Cement Treated High Water Content Clayey Soils","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["708"],"pubdate":{"attribute_name":"公開日","attribute_value":"2000-10-01"},"publish_date":"2000-10-01","publish_status":"0","recid":"8065","relation_version_is_last":true,"title":["セメント改良された高含水比粘性土の強度特性"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:30:37.589903+00:00"}