期刊文献+

基于模糊综合评价的露天矿山边坡稳定性分析

Stability analysis of open mine slope based on fuzzy comprehensive evaluation
下载PDF
导出
摘要 边坡的稳定性分析具有不确定性.以模糊数学为理论基础,建立了露天矿山边坡稳定性的模糊综合评价体系.将边坡的稳定性分为5级,给出边坡稳定性的影响因素,并应用G1法计算各因素的权重,采用公式法和专家评定法确定隶属函数及隶属度.将建立的模糊综合评价体系应用于某露天硫铁矿边坡稳定性分析,评价结果较好地反映了边坡所处实际状态,表明该方法具有一定的实用性,为露天矿山边坡稳定性分析提供借鉴. An uncertainty is always involved in a stability analysis of slope.Based on the fuzzy mathematics,a fuzzy comprehensive evaluation system for stability analysis of the open mine slope was established.The stability degree of slope was divided into five levels,the factors affecting the stability of the slope were given,and their weights were calculated using the G1 method.The membership function and membership were determined by both formula method and expert evaluation method.The stability of slope in an open pyrite mine was evaluated using the system,and the evaluation results were in good agreement with the actual situation.It is shown that the method has certain practicability and can provide a guideline for similar projects.
作者 温勇
出处 《南方金属》 CAS 2010年第3期11-13,23,共4页 Southern Metals
关键词 露天矿山 边坡 稳定性分析 模糊综合评价 权重 隶属度 open mine slope stability analysis fuzzy comprehensive evaluation weight membership
  • 相关文献

参考文献6

二级参考文献14

  • 1洪海春,徐卫亚,叶明亮.基于模糊综合评判的边坡稳定性分析[J].河海大学学报(自然科学版),2005,33(5):557-562. 被引量:38
  • 2[1]Lee,D.H.,Juang,C.H.Evaluation of failure potential in mudstone slopes using fuzzy sets.In:Seed,R.B.B.,Boulanger,R.W.(Eds),Stability and Performance of slopes and Embankments.Ⅱ:Proceedings of a Specialty Conference.Geotechnical Special Publication No.31.American Society of Civil Engineers,NewYork,USA,1992,pp.1137-1151,ISBN:0-872-62872-8.
  • 3[2]R.Leynes,W..Pioquinto,J.A.Caranto.Landslide hazard assessment and mitigation measures in Philippine geothermal fields.Geothermics 34,pp:209-221.
  • 4[12]Hausmann,M.R.,1992.Soil dynamics and liquefaction.In:Seed,R.B.,Boulanger,R.(Eds.),Stability and Performance of Slopes and Embankments.Ⅱ:Proceedings of a Specialty Conference,Berkeley,CA.Geotechnical Special Publication No.31.American Society of Civil Engineers,New York,USA,pp.1274-1371,ISBN:0-872-62872-8.
  • 5陶振宁 彭祖赠.模糊数学在岩石工程中的应用.岩土工程学报,1981,3(1):36-45.
  • 6王靖涛.模糊集合论在岩体的综合评价和工程分类上的应用.岩土力学,1980,2(1):25-30.
  • 7王泳嘉等.离散元法及其在岩土力学中的应用[M].辽宁:东北大学出版社,1991.
  • 8朱大勇.边坡临界滑动场及其数值模拟[J].岩土工程学报,1997,19(1):63-69. 被引量:97
  • 9黄昌乾,丁恩保.边坡工程常用稳定性分析方法[J].水电站设计,1999,15(1):53-58. 被引量:192
  • 10夏远发,熊传治.边坡稳定性的三维变分分析[J].岩石力学与工程学报,1990,9(2):120-133. 被引量:4

共引文献900

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部