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岩石の脆性破壊のモデル化に関する研究
https://doi.org/10.24561/00016665
https://doi.org/10.24561/00016665bb0b0da6-f8e3-4bac-b6f6-d1a05678379f
名前 / ファイル | ライセンス | アクション |
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KY-AA11808968-03-27.pdf (400.4 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2009-05-21 | |||||
タイトル | ||||||
タイトル | 岩石の脆性破壊のモデル化に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Brittle failure | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Damage growth | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Microcrack | |||||
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 | 10.24561/00016665 | |||||
ID登録タイプ | JaLC | |||||
タイトル(別言語) | ||||||
その他のタイトル | Modeling of brittle failure in rocks | |||||
著者 |
竹村, 貴人
× 竹村, 貴人× 小田, 匡寛× 鈴木, 健一郎 |
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著者 ローマ字 | ||||||
Takato Takemura | ||||||
著者 ローマ字 | ||||||
Masanobu Oda | ||||||
著者 ローマ字 | ||||||
Kenichiro Suzuki | ||||||
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 | ||||||
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) | ||||||
Technical Research Institute, Obayashi Corporation | ||||||
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 University 巻 3, p. 62-69, 発行日 2003 |
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年月次 | ||||||
2002 | ||||||
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 | Microcracks-related fabric, determined using a stereological method, is represented quantitatively by means of the crack tensor introduced by, and brittle failure of granitic rock (Inada granite) is discussed based on the crack tensor analysis. Orientation of stress-induced microcracks doesn't change much during brittle failure, depending primarily on the orientation of pre-existing microcracks. Inelastic volumetric strain at failure decrease with increasing confining pressure due to the fact that crack opening is controlled by the confining pressure. | |||||
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 | 2009-06-22 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
KY-AA11808968-03-27 |