{"created":"2021-03-01T05:58:46.811843+00:00","id":6346,"links":{},"metadata":{"_buckets":{"deposit":"d742dae2-804a-45aa-82a3-b9bd69330c8c"},"_deposit":{"id":"6346","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6346"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00006346","sets":["7:15:27"]},"item_2_alternative_title_18":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Comparison of the Triaxial Compression and the Unconfined Compression Test for Cohesive Soil"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1974-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"204","bibliographicPageStart":"196","bibliographicVolumeNumber":"5","bibliographic_titles":[{"bibliographic_title":"北見工業大学研究報告"}]}]},"item_2_description_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The unconfined compression test is usually used for measurement of an undrained strength of cohesive soil because of the simplicity of the test technique.\nThis test，however，is　unapplicable for such specimens as cracky clay，very solid clay，and clayey soil which contains extra fractions of sand.\nIn these cases，an other strength test method such as the triaxial compression test，must be applied.\nIn this paper，results from the unconfined compression test for some cohesive soils were compared with results of the triaxial compression test on the same soils for the purpose of investigating the charactristics of the unconfined compression test.","subitem_description_type":"Abstract"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"32257","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YAMADA, Yoou"}]},{"nameIdentifiers":[{"nameIdentifier":"32258","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SUZUKI, Teruyuki"}]}]},"item_2_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"北見工業大学"}]},"item_2_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"山田, 洋右"}],"nameIdentifiers":[{"nameIdentifier":"32255","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"鈴木, 輝之"}],"nameIdentifiers":[{"nameIdentifier":"32256","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":"2016-11-22"}],"displaytype":"detail","filename":"5-2-5.pdf","filesize":[{"value":"4.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"5-2-5.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/6346/files/5-2-5.pdf"},"version_id":"8ad519d3-7eac-46d5-a4b1-69ceabd18080"}]},"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":"粘性土における一軸圧縮試験と三軸圧縮試験の比較について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"粘性土における一軸圧縮試験と三軸圧縮試験の比較について"}]},"item_type_id":"2","owner":"1","path":["27"],"pubdate":{"attribute_name":"公開日","attribute_value":"2007-04-09"},"publish_date":"2007-04-09","publish_status":"0","recid":"6346","relation_version_is_last":true,"title":["粘性土における一軸圧縮試験と三軸圧縮試験の比較について"],"weko_creator_id":"1","weko_shared_id":3},"updated":"2022-12-13T02:22:46.737689+00:00"}