{"created":"2023-08-02T03:54:22.184490+00:00","id":3176,"links":{},"metadata":{"_buckets":{"deposit":"da0b2344-277d-4bd4-af96-ec6c0ed655fa"},"_deposit":{"created_by":10,"id":"3176","owners":[10],"pid":{"revision_id":0,"type":"depid","value":"3176"},"status":"published"},"_oai":{"id":"oai:repository.lib.tottori-u.ac.jp:00003176","sets":["1:10","2:14","23:39:672"]},"author_link":["3314","38351","38352"],"item_3_alternative_title_31":{"attribute_name":"タイトル（ヨミ）","attribute_value_mlt":[{"subitem_alternative_title":"フホウワド　ノ　サンジク　アッシュク　キョウド　トクセイ　ニ　オケル　シケン　ジョウケン　ノ　エイキョウ","subitem_alternative_title_language":"ja-Kana"}]},"item_3_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"107","bibliographicPageStart":"103","bibliographicVolumeNumber":"38","bibliographic_titles":[{"bibliographic_title":"鳥取大学大学院工学研究科／工学部研究報告","bibliographic_titleLang":"ja"},{"bibliographic_title":"Reports of the Graduate School/Faculty of Engineering, Tottori University","bibliographic_titleLang":"en"}]}]},"item_3_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This study aims to examine effects of testing conditions on shear strength characteristics of unsaturated soil. Triaxial compression tests were conducted on a silt sample under three conditions: 1) undrained water and constant volume, 2) undrained water and undrained air, and 3) drained water and drained air. Results showed that the Fredlund et al.’s equation for the shear strength would not be successfully applied to explain the results from triaxial tests; and therefore the equation was modified by replacing the net normal stress, σnet, with Bishop’s effective stress. The modified equation gave an explanation why the cohesion intercept in the τ-σnet diagram is not a linear function of the suction.","subitem_description_type":"Other"}]},"item_3_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"鳥取大学大学院工学研究科研究報告編集委員会"}]},"item_3_relation_16":{"attribute_name":"情報源","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"鳥取大学大学院工学研究科／工学部研究報告. 2008, 38, 103-107"}]}]},"item_3_rights_15":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"注があるものを除き、この著作物は日本国著作権法により保護されています。 / This work is protected under Japanese Copyright Law unless otherwise noted."}]},"item_3_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00174610","subitem_source_identifier_type":"NCID"}]},"item_3_text_32":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"鳥取大学工学部土木工学科"},{"subitem_text_value":"鳥取大学工学部土木工学科"}]},"item_3_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":"清水, 正喜"},{"creatorName":"シミズ　マサヨシ","creatorNameLang":"ja-Kana"},{"creatorName":"Shimizu, Masayoshi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"3314","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"00115859","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=00115859"}]},{"creatorNames":[{"creatorName":"寺方, 淳治"},{"creatorName":"テラカタ　ジュンジ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"38351","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Terakata, Junji","creatorNameLang":"en"},{"creatorName":"テラカタ　ジュンジ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"38352","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":"2009-06-04"}],"displaytype":"detail","filename":"rgsfe038_07.pdf","filesize":[{"value":"528.8 kB"}],"format":"application/pdf","licensefree":"注があるものを除き、この著作物は日本国著作権法により保護されています。 / This work is protected under Japanese Copyright Law unless otherwise noted.","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"rgsfe038_07.pdf","url":"https://repository.lib.tottori-u.ac.jp/record/3176/files/rgsfe038_07.pdf"},"version_id":"f8b623bd-5db0-4455-98bc-d400f795917b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Unsaturated soil","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear strength","subitem_subject_scheme":"Other"},{"subitem_subject":"Suction","subitem_subject_scheme":"Other"},{"subitem_subject":"Triaxial compression tests","subitem_subject_scheme":"Other"},{"subitem_subject":"Unsaturated soil","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Suction","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Triaxial compression tests","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":"不飽和土の三軸圧縮強度特性における試験条件の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"不飽和土の三軸圧縮強度特性における試験条件の影響","subitem_title_language":"ja"},{"subitem_title":"Effects of Testing Conditions on Triaxial Shear Strength Characteristics of Unsaturated Soil","subitem_title_language":"en"}]},"item_type_id":"3","owner":"10","path":["14","10","672"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2018-06-22"},"publish_date":"2018-06-22","publish_status":"0","recid":"3176","relation_version_is_last":true,"title":["不飽和土の三軸圧縮強度特性における試験条件の影響"],"weko_creator_id":"10","weko_shared_id":-1},"updated":"2023-09-27T03:26:42.046357+00:00"}