{"created":"2023-07-25T10:28:13.497039+00:00","id":986,"links":{},"metadata":{"_buckets":{"deposit":"b85a054d-8bdc-41cb-8303-ed3656db22bb"},"_deposit":{"created_by":2,"id":"986","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"986"},"status":"published"},"_oai":{"id":"oai:it-hiroshima.repo.nii.ac.jp:00000986","sets":["1:18:384"]},"author_link":["4772","4771"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015-02","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"42","bibliographicPageStart":"35","bibliographicVolumeNumber":"49","bibliographic_titles":[{"bibliographic_title":"広島工業大学紀要. 研究編"}]}]},"item_10002_description_19":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In order to investigate the consistency characteristics of sand-clay mixed soils, a series of consistency limit tests was performed on sand and clay mixtures with various fine-grained soils content. As the result the following things became clear. The consistency changes drastically on the boundary of fine fraction content Fc about 20%. The relationship between consistency limit of sand-clay mixed soils and consistency limit of fine soils is obtained as a function of fine fraction content. In this paper, experimental results and their discussion are presented to show some effects of the fine fraction content of sand-clay mixed soils on its geotechnical properties such as compressibility and shear strength.","subitem_description_type":"Abstract"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"広島工業大学"}]},"item_10002_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA11599110","subitem_source_identifier_type":"NCID"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"13469975","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"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":"熊本, 直樹"},{"creatorName":"クマモト, ナオキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"4771","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kumamoto, Naoki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"4772","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":"2023-03-30"}],"displaytype":"detail","filename":"research49_035-042.pdf","filesize":[{"value":"2.8 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"research49_035-042.pdf","url":"https://it-hiroshima.repo.nii.ac.jp/record/986/files/research49_035-042.pdf"},"version_id":"7a18cb48-b851-49b3-b5c4-03ccbf172296"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"consistency","subitem_subject_scheme":"Other"},{"subitem_subject":"sand-clay mixed soil","subitem_subject_scheme":"Other"},{"subitem_subject":"fine-grained soil","subitem_subject_scheme":"Other"},{"subitem_subject":"compressibility","subitem_subject_scheme":"Other"},{"subitem_subject":"shear strength","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":"砂・粘土混合土のコンシステンシー特性","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"砂・粘土混合土のコンシステンシー特性"},{"subitem_title":"The Consistency of Sand-Clay Mixed Soils","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["384"],"pubdate":{"attribute_name":"公開日","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"986","relation_version_is_last":true,"title":["砂・粘土混合土のコンシステンシー特性"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-07-25T10:35:56.544747+00:00"}