{"created":"2023-05-15T16:41:19.808436+00:00","id":15938,"links":{},"metadata":{"_buckets":{"deposit":"dfc593b8-1a3e-4d5e-904c-e8c834bd783c"},"_deposit":{"created_by":2,"id":"15938","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"15938"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00015938","sets":["14:15:1180:1266"]},"author_link":["59642","59641"],"item_3_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Effect of Particle Size on Shear Strength and Coefficient of Earth Pressure at Rest of Sands"}]},"item_3_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1977-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"9","bibliographicPageEnd":"50","bibliographicPageStart":"43","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":"In order to research the effect of partic1e size on shear strength and coefficient of earth pressure at rest of sands, the triaxial compression tests and the experiments of earth pressure at rest were carried. After analysing the results obtained by experiments, the following conclusions were obtained. (1) Internal friction angle, φ' , of sands increases with a decrease of partic1e size. (2) Difference of shear strength of sands based on particle size is due to the volume change behaviour at failure. (3) Coefficient of earth pressure at rest, K。, of sands increases with an increase of particle size. (4) Existence of fine particle in sand causes a decrease of K。-value.","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, (9), pp.43-50; 1977","subitem_description_type":"Other"}]},"item_3_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"59642","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Ochiai, Hidetoshi"}]}]},"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":"落合, 英俊"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-23"}],"displaytype":"detail","filename":"kogaku00_09_06.pdf","filesize":[{"value":"567.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kogaku00_09_06.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/15938/files/kogaku00_09_06.pdf"},"version_id":"2b2b1b4c-9b6c-422a-9d9d-7a05d3c03039"}]},"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":"砂のセン断強度および静止土圧係数に及ぼす粒径の影響について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"砂のセン断強度および静止土圧係数に及ぼす粒径の影響について"}]},"item_type_id":"3","owner":"2","path":["1266"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-09-14"},"publish_date":"2010-09-14","publish_status":"0","recid":"15938","relation_version_is_last":true,"title":["砂のセン断強度および静止土圧係数に及ぼす粒径の影響について"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-17T21:05:10.738660+00:00"}