{"created":"2021-03-01T05:59:26.981149+00:00","id":7002,"links":{},"metadata":{"_buckets":{"deposit":"550384ab-242e-4a90-b96f-8c3a219b9766"},"_deposit":{"id":"7002","owners":[],"pid":{"revision_id":0,"type":"depid","value":"7002"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00007002","sets":["1:86"]},"author_link":["35399","35400","35401","35402","44837","35396","35397","35398"],"item_1646810750418":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Effects of Fabric and Induced Anisotropy on Initial Shear Modulus of Sands"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-12","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3-57","bibliographicPageEnd":"329","bibliographicPageStart":"319","bibliographicVolumeNumber":"694","bibliographic_titles":[{"bibliographic_title":"土木学会論文集"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"砂質土の初期剛性に及ぼす堆積構造の異方性の影響を調べるために，堆積構造の異なる三軸供試体を作製し，ベンダーエレメントを用いてせん断波速度を直交する3方向から求め比較した．さらに，応力状態の異方性の影響を調べるために，異方応力状態での初期剛性をベンダーエレメント試験と繰返しねじり試験により求め比較した．その結果，堆積面に平行に伝播・振動するせん断波から得られた初期剛性は，他の2方向で得られたそれよりも高く，他の2方向で得られた剛性は堆積構造によらず等しいことが明らかにされた．また，異方応力状態での初期剛性は，等方応力状態から離れ破壊規準線に近づくに従って，既存の式で表される関係よりも低下するが，その低下を新たな関数を用いることによって説明することができた．","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"35399","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Yamashita, Satoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"35400","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kitagawa, Shunsuke","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"35401","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Hori, Tomohito","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"35402","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Suzuki, Teruyuki","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"社団法人 土木学会"}]},"item_3_rights_192":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"社団法人 土木学会, 山下聡, 喜多川俊介, 堀智仁, 鈴木輝之, 土木学会論文集, 694(3-57), 2001, 319-329."}]},"item_3_select_195":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"山下, 聡","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"喜多川, 俊介","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"堀, 智仁","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"鈴木, 輝之","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"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":"4934.pdf","filesize":[{"value":"797.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"4934.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/7002/files/4934.pdf"},"version_id":"f6d032c2-77cf-4374-835e-bd08363681c6"}]},"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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"堆積構造と応力の異方性が砂質土の初期せん断剛性に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"堆積構造と応力の異方性が砂質土の初期せん断剛性に及ぼす影響","subitem_title_language":"ja"},{"subitem_title":"Effects of Fabric and Induced Anisotropy on Initial Shear Modulus of Sands","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-05-08"},"publish_date":"2007-05-08","publish_status":"0","recid":"7002","relation_version_is_last":true,"title":["堆積構造と応力の異方性が砂質土の初期せん断剛性に及ぼす影響"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:23:16.044427+00:00"}