{"created":"2023-06-19T09:50:57.369033+00:00","id":7912,"links":{},"metadata":{"_buckets":{"deposit":"6468bcc5-f76e-4ad7-bb60-3f5a0b0835d7"},"_deposit":{"created_by":3,"id":"7912","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"7912"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00007912","sets":["502:505:675:692:694"]},"author_link":["42520","42517","42519","42522","42518","42516","42521","42515","42514"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1994-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"54b","bibliographicPageStart":"47","bibliographicVolumeNumber":"17","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":"西原, 晃"}],"nameIdentifiers":[{"nameIdentifier":"42514","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"太田, 秀樹"}],"nameIdentifiers":[{"nameIdentifier":"42515","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"片山, 周平"}],"nameIdentifiers":[{"nameIdentifier":"42516","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":"In-situ Vane shear test have been widely used to measure the in-situ undrained strength of soft clays. However, it is pointed out that the strength measured by Vane test is often bigger than the field strength mobilized at the actual failure of embankments. Thus, the vane strength tends to overestimate the safety factor of embankments and/or bearing capacity of the gtround. Therefore, Vane strength can not be directly applied to the stability analysis. It is thought that the discrepancy between the Vane strength and the field strength can be attributed to 1) the effect of the loading rate on the undraind strength and, 2) the effect of anisotropy of the undrained strength. In this paper, these two effect on the Vane strength are discussed based on the results of in-situ and the laboratory tests conducted in the reclaimed area. The failure of excavated channnel in this reclaimed area was analysed using in-situ Vane strength corrected for these effects.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42517","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ニシハラ, アキラ"}]},{"nameIdentifiers":[{"nameIdentifier":"42518","nameIdentifierScheme":"WEKO"}],"names":[{"name":"オオタ, ヒデキ"}]},{"nameIdentifiers":[{"nameIdentifier":"42519","nameIdentifierScheme":"WEKO"}],"names":[{"name":"カタヤマ, シュウヘイ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42520","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nishihara, Akira","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42521","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Ohta, Hideki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42522","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Katayama, Shuhei","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":"福山大学工学部土木工学科"},{"subitem_text_value":"金沢大学土木工学科"},{"subitem_text_value":"大阪土質試験所工学研究科土木工学専攻"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"1994-03-01"}],"displaytype":"detail","filename":"KJ00005781300.pdf","filesize":[{"value":"633.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/7912/files/KJ00005781300.pdf"},"version_id":"d4ce9c68-c8f6-41c0-ad08-27efbcf61836"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"ベーン試験","subitem_subject_scheme":"Other"},{"subitem_subject":"非排水せん断強度","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断速度","subitem_subject_scheme":"Other"},{"subitem_subject":"強度異方性","subitem_subject_scheme":"Other"},{"subitem_subject":"安定解析","subitem_subject_scheme":"Other"},{"subitem_subject":"Vane shear test","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Undrained strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Loading rate","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Strength Anisotropy","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Stability analysis","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":"ベーンせん断強度の地盤の破壊解析への適用について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ベーンせん断強度の地盤の破壊解析への適用について"},{"subitem_title":"On the application of the Vane strength on the stability analysis of clays","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["694"],"pubdate":{"attribute_name":"公開日","attribute_value":"1994-03-01"},"publish_date":"1994-03-01","publish_status":"0","recid":"7912","relation_version_is_last":true,"title":["ベーンせん断強度の地盤の破壊解析への適用について"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:34:07.233415+00:00"}