| 锚杆加固边坡的稳定分析 |
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| 引用本文： | 陈宇彤.锚杆加固边坡的稳定分析[J].科学技术与工程,2012,12(1):230-233. |
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| 作者姓名： | 陈宇彤 |
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| 作者单位： | 广东佛山市南海城乡建筑设计有限公司,佛山,528200 |
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| 摘 要： | 本文通过建立某边坡的模型，采用基于有限差分法的强度折减法与刚体极限平衡法，分别对该边坡的原始状态以及锚杆加固后边坡的稳定性进行了分析，得到了相应的边坡最危险界面与稳定系数，为边坡加固方案提供了参考依据。
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| 关 键 词： | 边坡稳定，有限差分法，强度折减法，刚体极限平衡法 |
| 收稿时间： | 2011/10/12 0:00:00 |
| 修稿时间： | 2011/10/24 0:00:00 |
Anchor reinforced slope stability analysis |
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| chenyutong.Anchor reinforced slope stability analysis[J].Science Technology and Engineering,2012,12(1):230-233. |
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| Authors: | chenyutong |
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| Institution: | CHEN Yu-tong(Foshan Nanhai Urban Architectural Design CO.,LTD,Foshan 528200,P.R.China) |
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| Abstract: | In this paper a slope model was established; adopting the strength reduction method and rigid body limit equilibrium method to analyze the original state of the slope stability and bolt reinforced slope stability, obtain corresponding the most dangerous slope interface, and provide a reference for reinforcement the slope. |
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| Keywords: | slope stability finite difference method the strength reduction method rigid body limit equilibrium method |
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