| 锚固边坡稳定性的二级模糊综合评判 |
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| 引用本文： | 李强,韩道均,唐树名.锚固边坡稳定性的二级模糊综合评判[J].公路交通技术,2007(1):14-17. |
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| 作者姓名： | 李强 韩道均 唐树名 |
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| 作者单位： | 1. 重庆交通大学,重庆,400074
2. 重庆交通科研设计院,重庆,400067 |
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| 摘 要： | 锚固边坡稳定性存在难以判断其稳定性的问题。建立了岩质边坡稳定性分析的模糊综合评判模型,综合运用专家评分法确定了各作用因素的权重。在用二级综合评判方法分析边坡稳定性的时候,经试算后采用了普通乘算子方法,评价分析结果与实际相吻合。
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| 关 键 词： | 二级模糊综合评判 道路边坡稳定性 岩质边坡锚固 |
| 文章编号： | 23946497 |
| 修稿时间： | 04 12 2006 12:00AM |
Secondary Fuzzy Comprehensive Evaluation of Stability of Anchored Slope |
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| Li Qiang,Han Daojun,Tang Shuming.Secondary Fuzzy Comprehensive Evaluation of Stability of Anchored Slope[J].Technology of Highway and Transport,2007(1):14-17. |
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| Authors: | Li Qiang Han Daojun Tang Shuming |
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| Abstract: | Stability of anchored slope is hard to be evaluated.A model for fuzzy comprehensive evaluation of analysis of rock slope stability is built in this paper,and an expert evaluation method is used to determine the weight of all functional factors.When using secondary comprehensive evaluation method to analyze the stability of slope,common operator method is adopted after pilot calculation.The evaluation and analysis results matche with the practise. |
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| Keywords: | secondary fuzzy comprehensive evaluation road slope stability rock slope anchoring |
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