| 非贯通节理岩体的边坡稳定变形分析 |
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| 引用本文： | 李新平；朱瑞赓；朱维申；夏元友.非贯通节理岩体的边坡稳定变形分析[J].岩石力学与工程学报,1996,3(3):236-236. |
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| 作者姓名： | 李新平；朱瑞赓；朱维申；夏元友 |
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| 作者单位： | 武汉工业大学，中国科学院武汉岩土力学研究所，北京科技大学 |
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| 基金项目： | 国家自然科学基金,武汉工业大学科学基金 |
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| 摘 要： | 采用各向异性损伤张量考虑岩体中非贯通节理的几何力学效应。通过数值分析讨论高陡边坡在开挖形成过程中受节理组几何分布的影响程度及岩体变形情况，从而为边坡开挖设计及监测方案选择提供科学依据。
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| 关 键 词： | 关键词 非贯通节理岩体 高陡岩体边坡 各向异性损伤 边坡稳定变形 |
| 收稿时间： | 1994-10-22 |
| 修稿时间： | 1994-12-10 |
THE DEFORMATION AND STABILITY OF ROCK SLOPE CONTAINING INTERMITTENT JOINTS |
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| Li Xinping Zhu Ruigeng Zhu weishen,Xia Yuanyou.THE DEFORMATION AND STABILITY OF ROCK SLOPE CONTAINING INTERMITTENT JOINTS[J].Chinese Journal of Rock Mechanics and Engineering,1996,3(3):236-236. |
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| Authors: | Li Xinping Zhu Ruigeng Zhu weishen Xia Yuanyou |
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| Affiliation: | Li Xinping Zhu Ruigeng Zhu weishen * Xia Yuanyou ** |
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| Abstract: | An anisotropic damage tensor is developed to consider the geometrical and mechanical effects of intermittent joints in rockmass. By means of numerical analysis, the influence of different geometrical distributions of joint sets is considered on the deformation and stability of the high steep rock slope during slope excavation. The results are useful for the design and deformation monitoring in excavation of rock slope. |
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| Keywords: | rockmass containing intermittent joints high steep rock slope anisotropic damage deformation and stability of slope |
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