{"created":"2023-07-27T06:27:33.418237+00:00","id":11756,"links":{},"metadata":{"_buckets":{"deposit":"5eff3e11-1fcb-48fb-a25f-30032562489d"},"_deposit":{"created_by":3,"id":"11756","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"11756"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00011756","sets":["934:941:1024:1032"]},"author_link":["18388","112488","14306","110174","111805","18424"],"item_7_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1974-09-25","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"25","bibliographicPageStart":"15","bibliographicVolumeNumber":"8","bibliographic_titles":[{"bibliographic_title":"金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University"}]}]},"item_7_creator_34":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Nishida, Yoshichika"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Yamamoto, Zenko"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Yagi, Norio"}],"nameIdentifiers":[{},{}]}]},"item_7_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"   According to the field observations the bearing capacity of a deep foundation in sands is not proportional to depth and is smaller than the one expected by the current plastic theory. Then the authors carried out a model loading test of a pile in sands confined by the high pressures similar to the ground stress conditions. They show that the bearing capacity is smaller because the angle of shear resistance under the high pressure becomes lower due to the crush of sand grains. They established a new formula to estimate the angle of shear resistance as the function of the relative density and the break pressure of sand grains, and calculated the bearing capacity factor for the angle. \nThe following conclusions are presented for a deep foundation.\n1)     The type of load-settlement curve is controlled by the ratio of the lateral pressure to the vertical pressure in sands. And its ultimate bearing capacity depends on but is not proportional to the over burden pressure. It is smaller than the one expected by the current existing theory. \n2)\tThe bearing capacity factor is smaller than the half of the one for a shallow foundation in sands.\n3)\tThe bearing capacity of sands becomes linear with depth according as its relative density becomes lower.","subitem_description_type":"Abstract"}]},"item_7_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00011743","subitem_identifier_reg_type":"JaLC"}]},"item_7_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"金沢大学工学部 = Faculty of Technology Kanazawa University"}]},"item_7_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00044309","subitem_source_identifier_type":"NCID"}]},"item_7_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0022-832X","subitem_source_identifier_type":"ISSN"}]},"item_7_version_type_25":{"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":"西田, 義親"}],"nameIdentifiers":[{"nameIdentifier":"14306","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"60019693","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=60019693"}]},{"creatorNames":[{"creatorName":"山本, 善行"}],"nameIdentifiers":[{"nameIdentifier":"18424","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"八木, 則男"}],"nameIdentifiers":[{"nameIdentifier":"18388","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"00027228","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=00027228"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"AN00044309-8-2-15.pdf","filesize":[{"value":"272.3 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"AN00044309-8-2-15.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/11756/files/AN00044309-8-2-15.pdf"},"version_id":"b2559a44-1da6-43e8-a9d3-68761770d8dc"}]},"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":"砂地盤における深い基礎の支持力係数の一考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"砂地盤における深い基礎の支持力係数の一考察"},{"subitem_title":"An Experimental Study on Bearing Capacity Factor for Deep Foundations in Sands","subitem_title_language":"en"}]},"item_type_id":"7","owner":"3","path":["1032"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"11756","relation_version_is_last":true,"title":["砂地盤における深い基礎の支持力係数の一考察"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-07-27T09:06:37.443682+00:00"}