| 白云鄂博铁矿边坡稳定性分析及加固设计研究 |
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| 引用本文： | 陶龙伟,高谦.白云鄂博铁矿边坡稳定性分析及加固设计研究[J].山西建筑,2007,33(27):16-17. |
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| 作者姓名： | 陶龙伟 高谦 |
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| 作者单位： | 北京科技大学土木与环境工程学院,北京,100083 |
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| 摘 要： | 采用极限平衡方法，对白云东矿C区边坡进行了稳定性分析，从而针对性地提出C区边坡的综合治理方案，分析表明：经过综合治理方案处理后边坡稳定系数有很大提高，保证了矿山的安全生产，同时也对不同区域滑体及高陡边坡的加固方案和参数在理论上予以研究论证。
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| 关 键 词： | 矿山边坡 稳定性分析 加固设计 极限平衡法 |
| 文章编号： | 1009-6825（2007）27-0016-02 |
| 修稿时间： | 2007-04-11 |
Stability analysis and reinforcement design for mining slope in Baiyunebo iron mine |
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| TAO Long-wei,GAO Qian.Stability analysis and reinforcement design for mining slope in Baiyunebo iron mine[J].Shanxi Architecture,2007,33(27):16-17. |
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| Authors: | TAO Long-wei GAO Qian |
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| Affiliation: | TAO Long-wei GAO Qian |
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| Abstract: | We will do the stability analysis of district-C's slope by taking limiting equilibrium method,and come up with the comprehensive treatment measures accordingly.The analysis shows that,the stability factor increases greatly,after the comprehensive treatment measures are carried out,which ensures the safety of the production of the mine,and offers datum theoretically to the research of reinforcement measures of different kinds of regional mass-gliding and high-steep side-slope. |
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| Keywords: | mine slope stability analysis reinforcement design limiting equilibrium method |
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