基于模糊数学方法的某水电站边坡稳定性评价 |
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引用本文: | 员海,任光明,张涛,吴龙科.基于模糊数学方法的某水电站边坡稳定性评价[J].路基工程,2014,0(1):143-147. |
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作者姓名: | 员海 任光明 张涛 吴龙科 |
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作者单位: | 成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都 610059 |
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摘 要: | 运用模糊数学方法对黑水县某水电站边坡稳定性进行了综合评价。在对变形边坡影响因素分析的基础上,总结了4类14项因子进行稳定性的综合评价,并建立变形边坡稳定性评价的多级模糊评判模型,评判结果表明,该变形边坡目前处于欠稳定状态,必须采取相应的防治措施,确保水电站的正常运行。
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关 键 词: | 模糊数学 变形边坡 稳定性 隶属度 权重 防治措施 |
收稿时间: | 2019-11-10 |
Evaluation on Slope Stability for a Hydropower Station Based on Fuzzy Mathematical Method |
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Authors: | YUN Hai REN Guangming ZHANG Tao WU Longke |
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Institution: | (State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China) |
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Abstract: | By use of fuzzy mathematical method, stability of a slope along a hydropower station in Heishui County was evaluated comprehensively. Based on the analysis of factors affecting deformation of slope, 14 factors in four categories were generalized for comprehensive evaluation of stability, in addition, a multistage fuzzy model was established for stability evaluation of deformed slope. The evaluation results show that the deformed slope is now in a state of instability and should be controlled with appropriate measures to ensure the normal operation of the hydropower station. |
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Keywords: | fuzzy mathematics slope deformation stability degree of membership weight control measures |
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