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基于模糊集对分析的黄土路堑边坡稳定性评价方法
引用本文:吴大国,汪明武,张薇薇.基于模糊集对分析的黄土路堑边坡稳定性评价方法[J].岩土力学,2008,29(Z1):435-438.
作者姓名:吴大国  汪明武  张薇薇
作者单位:1. 安徽省水利部淮委水利科学研究院,蚌埠,233000
2. 合肥工业大学,土木与水利工程学院,安徽,合肥,230009
3. 同济大学,环境科学与工程学院,上海,200092
基金项目:国家自然科学基金,安微省优秀青年科技基金
摘    要:集对分析是一种用联系度处理不确定性问题的系统分析方法.提出将模糊联系度的思想应用到差异度系数的取值中,充分挖掘所研究系统中的有效信息,使得对系统的评价和决策更加准确和合理.将此改进的集对分析方法应用于黄土路堑边坡稳定性评价中,并与其他方法进行对比,表明该方法简便、有效.

关 键 词:路堑边坡  稳定性  集对分析  差异度系数  模糊联系度
收稿时间:2008-07-25

Stability analysis method of loess cutting slope based on fuzzy set pair analysis
WU Da-guo,WANG Ming-wu,ZHANG Wei-wei.Stability analysis method of loess cutting slope based on fuzzy set pair analysis[J].Rock and Soil Mechanics,2008,29(Z1):435-438.
Authors:WU Da-guo  WANG Ming-wu  ZHANG Wei-wei
Institution:1. Water Resources Research Institute of Anhui Province and Huaihe Water Resources Committee, Ministry of Water Resources, Bengbu 233000, China; 2. School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009, China; 3. School of Environmental Science and Engineering, Tongji University, Shanghai 200092, China
Abstract:Set pair analysis(SPA) is a system analysis method for solving of indeterminate problems with connection degree.The concept of fuzzy connection degree is applied to determine the value of discrepancy coefficient.As a result,more information can be utilized,and the results are more accurate and reasonable.This method is applied to assess the stability of loess cutting slope.The results from practical example with other methods show that it is simple and effective.
Keywords:cutting slope  stability  set pair analysis  discrepancy coefficient  fuzzy connection degree  
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