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花崗岩質岩石のクリープ破壊に関する実験的研究
https://doi.org/10.24561/00016705
https://doi.org/10.24561/00016705ba5744dc-81be-4297-a050-cd1a1894274a
名前 / ファイル | ライセンス | アクション |
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KY-AA11808968-04-24.pdf (326.7 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2009-05-14 | |||||
タイトル | ||||||
タイトル | 花崗岩質岩石のクリープ破壊に関する実験的研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Damage growth | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Granitic rock | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Creep failure | |||||
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 | departmental bulletin paper | |||||
ID登録 | ||||||
ID登録 | 10.24561/00016705 | |||||
ID登録タイプ | JaLC | |||||
タイトル(別言語) | ||||||
その他のタイトル | Experimantal study of Creep failure of Granitic rocks | |||||
著者 |
竹村, 貴人
× 竹村, 貴人× 小田, 匡寛× Golshani, A.× 鈴木, 健一郎 |
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著者 ローマ字 | ||||||
Takemura, Takato | ||||||
著者 ローマ字 | ||||||
Oda, Masanobu | ||||||
著者 ローマ字 | ||||||
Golshani, Aliakbar | ||||||
著者 ローマ字 | ||||||
Suzuki, Kenichiro | ||||||
著者 所属 | ||||||
埼玉大学工学部建設工学科 | ||||||
著者 所属 | ||||||
埼玉大学工学部建設工学科 | ||||||
著者 所属 | ||||||
埼玉大学工学部建設工学科 | ||||||
著者 所属 | ||||||
株式会社大林組技術研究所 | ||||||
著者 所属(別言語) | ||||||
Department of Civil and Environmental Engineering, Saitama University | ||||||
著者 所属(別言語) | ||||||
Department of Civil and Environmental Engineering, Saitama University | ||||||
著者 所属(別言語) | ||||||
Department of Civil and Environmental Engineering, Saitama University | ||||||
著者 所属(別言語) | ||||||
Obayashi Co., Ltd | ||||||
書誌情報 |
埼玉大学地域共同研究センター紀要 en : Report of Cooperative Research Center, Saitama Univerity 巻 4, p. 87-92, 発行日 2004 |
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年月次 | ||||||
2003 | ||||||
出版者名 | ||||||
出版者 | 埼玉大学地域共同研究センター | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 13474758 | |||||
概要 | ||||||
内容記述タイプ | Other | |||||
内容記述 | Creep experiments were carried out under different environmental conditions, which are loading axis, stress level, confining pressure and water content, using Inada granite. Damage growth in primary and secondary creep phase is proportional to the pre-existing cracks orientation. When the tertiary creep appears, cracks propagate toward the direction of maximum compressive stress and instability takes place. F;urthermore, time to creep failure was controlled by confining pressure, water content and biotite content. | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2009-06-17 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
KY-AA11808968-04-24 |