| 某公路边坡稳定性分析 |
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| 引用本文： | 唐波涛. 某公路边坡稳定性分析[J]. 山西建筑, 2012, 38(12): 177-178 |
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| 作者姓名： | 唐波涛 |
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| 作者单位： | 中铁十七局集团第一工程有限公司,山西太原,030032 |
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| 摘 要： | 结合某公路边坡地质条件,针对其边坡破坏模式进行了分析,根据大量勘察试验资料,阐述了滑坡的成因及形成机制,并用回归分析进行滑坡稳定性评价,得出了一些指导性结论,并给出相应处理措施,以指导实践。
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| 关 键 词： | 公路边坡 破坏模式 滑坡 稳定性 回归分析 |
The highway side slope stability analysis |
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| TANG Bo-tao. The highway side slope stability analysis[J]. Shanxi Architecture, 2012, 38(12): 177-178 |
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| Authors: | TANG Bo-tao |
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| Affiliation: | TANG Bo-tao(First Engineering Limited Company of China Railway 17th Bureau Group,Taiyuan 030032,China) |
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| Abstract: | Combining with the geological conditions of a highway side slope,this paper made introduction according to the failure mode of a side slope,based on a large amount of investigation and test data,elaborated the origin and formation mechanism of landslide,and used the regression analysis to made stability evaluation to the landslide,draw some guiding conclusions,and combined with corresponding treatment measures,in order to guide the practice. |
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| Keywords: | highway side slope failure mode landslide stability regression analysis |
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