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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
http://hdl.handle.net/10258/1718
http://hdl.handle.net/10258/17185cddd23c-a16e-48c3-a43d-fb3cf0b86ae1
名前 / ファイル | ライセンス | アクション |
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jcigsj_26_95_2011.pdf (2.3 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2013-02-13 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 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 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | EFFECT OF CEMENT CONTENT ON SHEAR PROPERTIES OF LIQUED STABILIZED SOIL | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 流動化処理土 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 繊維材 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 固化材添加量 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 剛性 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 三軸せん断特性 | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | liquefied stabilized soil | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | fiber material | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | cement content | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | stiffness | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | triaxial shear property | |||||||||||
資源タイプ | ||||||||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||||
資源タイプ | journal article | |||||||||||
アクセス権 | ||||||||||||
アクセス権 | open access | |||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||
著者 |
木幡, 行宏
× 木幡, 行宏
WEKO
9850
× 伊藤, 企陽司× 小山, 雄大 |
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室蘭工業大学研究者データベースへのリンク | ||||||||||||
木幡 行宏(KOHATA Yukihiro) | ||||||||||||
http://rdsoran.muroran-it.ac.jp/html/100000180_ja.html | ||||||||||||
抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | 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. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : ジオセンティックス論文集 巻 26, p. 95-100, 発行日 2011-12 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 国際ジオシンセティックス学会 | |||||||||||
出版者版へのリンク | ||||||||||||
10.5030/jcigsjournal.26.95 | ||||||||||||
https://doi.org/10.5030/jcigsjournal.26.95 | ||||||||||||
DOI | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | DOI | |||||||||||
関連識別子 | 10.5030/jcigsjournal.26.95 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 130002123729 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 513.3 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | PISSN | |||||||||||
収録物識別子 | 13446193 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | 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。 | |||||||||||
著者版フラグ | ||||||||||||
出版タイプ | VoR | |||||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||
フォーマット | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | application/pdf |