{"created":"2021-03-01T05:59:22.895372+00:00","id":6935,"links":{},"metadata":{"_buckets":{"deposit":"167295ec-5813-4ff2-b3dc-973f2d45a8d9"},"_deposit":{"id":"6935","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6935"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00006935","sets":["1:86"]},"author_link":["35114","35115","35116","35117","35110","44837","35112","35113"],"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":"Effect of Fabric Anisotoropy on Quasi-Elastic Modulus of Sand and Clay"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"109","bibliographicPageStart":"97","bibliographicVolumeNumber":"62","bibliographic_titles":[{"bibliographic_title":"土木学会論文集C"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"砂質土および粘性土の擬似弾性係数に及ぼす堆積構造の異方性の影響を調べるために，堆積構造の異なる供試体を作製し，ベンダーエレメントを用いて直交する３方向のせん断波速度を求め比較した.さらに、繰り返し載荷試験および単調載荷試験からヤング率を求め，弾性係数の異方性を調べた.その結果，ベンダーエレメント試験では，堆積面に平行に伝播・振動するせん断波から得られたせん断弾性係数は,他の２方向で得られたそれよりも高く，今回行った試験では豊浦砂に比べNSF粘土のせん断弾性係数の異方性が高いことがわかった.同様に，載荷試験から求めたヤング率も，小ひずみ域では堆積面に垂直な方向に比べ平行な方向のヤング率が高く，ベンダーエレメント試験の結果と同様の傾向を示した.","subitem_description_type":"Abstract"}]},"item_3_description_194":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"35114","nameIdentifierScheme":"WEKO"}],"names":[{"name":"HORI, Tomohito","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"35115","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YAMASHITA, Satoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"35116","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YAMAGUCHI, Takeshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"35117","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, 堀智仁, 山下聡, 山口岳志, 鈴木輝之, 土木学会論文集C, 62(1), 2006, 97-109."}]},"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":"堀智, 仁","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"山下, 聡","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"山口, 岳志","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":"4928.pdf","filesize":[{"value":"2.8 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"4928.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/6935/files/4928.pdf"},"version_id":"b3104801-04f3-45d3-9cf7-6622feecb02a"}]},"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":"堆積構造の異方性が砂質土および粘性土の擬似弾性係数に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"堆積構造の異方性が砂質土および粘性土の擬似弾性係数に及ぼす影響","subitem_title_language":"ja"},{"subitem_title":"Effect of Fabric Anisotoropy on Quasi-Elastic Modulus of Sand and Clay","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-04-19"},"publish_date":"2007-04-19","publish_status":"0","recid":"6935","relation_version_is_last":true,"title":["堆積構造の異方性が砂質土および粘性土の擬似弾性係数に及ぼす影響"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:20:18.877213+00:00"}