| 强度折减法与极限平衡法在某高边坡稳定性分析中的应用 |
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| 引用本文： | 王会云.强度折减法与极限平衡法在某高边坡稳定性分析中的应用[J].路基工程,2013,0(3):133-136. |
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| 作者姓名： | 王会云 |
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| 作者单位： | 中国有色金属工业昆明勘察设计研究院，昆明 650051 |
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| 摘 要： | 基于强度折减法的FLAC软件与基于刚体极限平衡法的Slide软件，对某公路高边坡预应力锚索加固前后边坡的稳定性进行了分析。计算结果表明:预应力锚索加固边坡效果明显，稳定性满足规范要求。
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| 关 键 词： | 强度折减法 刚体极限平衡法 预应力锚索 边坡稳定 |
| 收稿时间： | 2019-11-12 |
Application of Strength Reduction Method and Limit Equilibrium Method in Stability Analysis for A High Slope |
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| Authors: | WANG Huiyun |
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| Abstract: | With FLAC software based on strength reduction method and Slide software based on rigid body limit equilibrium method，stability of high slope along certain highway before and after reinforced by prestressed anchor was analyzed.The results show that prestressed anchor has obvious reinforcement effect，meeting requirement of stability in the specification. |
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| Keywords: | strength reduction method rigid body limit equilibrium method prestressed anchor slope stability |
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