| 岩石深凹边坡稳定性分析 |
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| 引用本文： | 朱乃龙,张世雄.岩石深凹边坡稳定性分析[J].武汉理工大学学报,2002,24(11):57-58,65. |
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| 作者姓名： | 朱乃龙 张世雄 |
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| 作者单位： | 武汉理工大学 |
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| 摘 要： | 当岩石深凹边坡滑移体向下滑移时，考虑到边坡水平环向应力对滑移体的作用，对传统的边坡稳定性分析方法进行了修正，推导出了适合于岩石深凹边坡的稳定性分析方法。
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| 关 键 词： | 边坡稳定性 岩石深凹边坡 极限平衡 环向应力 边坡加固 滑移体 |
| 文章编号： | 1671-4431(2002)11-0057-02 |
Stability Analysis on a Rock Furrow Pit |
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| Zhu Nailong Zhang Shixiong Assoc. Prof.,School of Civil Engineering and Architecture,WUT,Wuhan ,China..Stability Analysis on a Rock Furrow Pit[J].Journal of Wuhan University of Technology,2002,24(11):57-58,65. |
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| Authors: | Zhu Nailong Zhang Shixiong Assoc Prof School of Civil Engineering and Architecture WUT Wuhan China |
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| Affiliation: | Zhu Nailong Zhang Shixiong Assoc. Prof.,School of Civil Engineering and Architecture,WUT,Wuhan 430070,China. |
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| Abstract: | When the slope section of a furrow pit sliding down, considering the effects of the stress in circle direction which is loaded on the slope section, we derive the stability analysis way suiting furrow pits in this paper. |
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| Keywords: | furrow pits stability analysis limit equilibrium stress in circle direction slope consolidation |
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