{"created":"2023-06-19T10:27:58.333751+00:00","id":7157,"links":{},"metadata":{"_buckets":{"deposit":"1f1c7e02-f57d-4dd0-ba89-6c67e9d8098c"},"_deposit":{"created_by":18,"id":"7157","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"7157"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00007157","sets":["216:272","46"]},"author_link":["9850","43015","43016"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"100","bibliographicPageStart":"95","bibliographicVolumeNumber":"26","bibliographic_titles":[{"bibliographic_title":"ジオセンティックス論文集","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A Liquefied Stabilized soil (LSS) is easy to occur a brittle failure as increased a strength due to an increasing of cement content. In this study, to examine the mechanical characteristic of LSS mixed with fiber material that uses the solidification material newly developed, a series of Consolidated–Undrained triaxial compression test was done to LSS mixed with fibered material that uses the solidification material for unusual soil and usual soft soil, and the influence on strength/deformation properties was examined. It was found that ductile property of LSS is improved as an increasing of fiber material, and reinforced effect for the damage by the shear.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.5030/jcigsjournal.26.95","subitem_link_url":"https://doi.org/10.5030/jcigsjournal.26.95"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"木幡 行宏（KOHATA Yukihiro）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000180_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"国際ジオシンセティックス学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"130002123729","subitem_relation_type_select":"NAID"}}]},"item_79_relation_18":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.5030/jcigsjournal.26.95","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"著作権は著作者に帰属。ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、著作者の承諾が必要です。本文データは J-Stageから複製したものです。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"13446193","subitem_source_identifier_type":"PISSN"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"513.3","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"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_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":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"木幡,  行宏","creatorNameLang":"ja"},{"creatorName":"KOHATA, Yukihiro","creatorNameLang":"en"},{"creatorName":"コハタ, ユキヒロ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"伊藤, 企陽司","creatorNameLang":"ja"},{"creatorName":"ITO, Kiyoshi","creatorNameLang":"en"},{"creatorName":"イトウ, キヨシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"小山, 雄大","creatorNameLang":"ja"},{"creatorName":"KOYAMA, Yuta","creatorNameLang":"en"},{"creatorName":"コヤマ, ユウタ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"jcigsj_26_95_2011.pdf","filesize":[{"value":"2.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"jcigsj_26_95_2011.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/7157/files/jcigsj_26_95_2011.pdf"},"version_id":"d9000d54-d19f-4f80-a37c-590e1fbf7a0f"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"流動化処理土","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"繊維材","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"固化材添加量","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"剛性","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"三軸せん断特性","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"liquefied stabilized soil","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"fiber material","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"cement content","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"stiffness","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"triaxial shear property","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"繊維材で補強された流動化処理土のせん断特性に及ぼす固化材の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"繊維材で補強された流動化処理土のせん断特性に及ぼす固化材の影響","subitem_title_language":"ja"},{"subitem_title":"EFFECT OF CEMENT CONTENT ON SHEAR PROPERTIES OF LIQUED STABILIZED SOIL","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","272"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2013-02-13"},"publish_date":"2013-02-13","publish_status":"0","recid":"7157","relation_version_is_last":true,"title":["繊維材で補強された流動化処理土のせん断特性に及ぼす固化材の影響"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-02-20T01:35:55.301988+00:00"}