铜业工程
銅業工程
동업공정
Copper Engineering
2015年
5期
17-22,89
,共7页
露天矿山%边坡%稳定性%模糊综合评价%隶属度
露天礦山%邊坡%穩定性%模糊綜閤評價%隸屬度
로천광산%변파%은정성%모호종합평개%대속도
open pit mine%slope%stability%fuzzy comprehensive evaluation%membership degree
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分析的模糊综合评价体系,并将建立的体系应用于某露天铜矿边坡稳定性分析,结果表明:评价效果较好,能反映边坡所处的实际状态,具有实用性,可为露天矿山边坡稳定性分析提供借鉴.
邊坡的穩定性分析具有不確定性.以模糊數學為理論基礎,建立瞭露天礦山邊坡穩定性分析的模糊綜閤評價體繫,併將建立的體繫應用于某露天銅礦邊坡穩定性分析,結果錶明:評價效果較好,能反映邊坡所處的實際狀態,具有實用性,可為露天礦山邊坡穩定性分析提供藉鑒.
변파적은정성분석구유불학정성.이모호수학위이론기출,건립료로천광산변파은정성분석적모호종합평개체계,병장건립적체계응용우모로천동광변파은정성분석,결과표명:평개효과교호,능반영변파소처적실제상태,구유실용성,가위로천광산변파은정성분석제공차감.
Slope stability analysis is an uncertain problem. Based on the fuzzy mathematics theory, an the fuzzy comprehensive evaluation system of open pit slope stability analysis is established in this paper, and the system is applied in open pit mine slope stability analysis. The result shows that:the effect evaluation is good, which can reflect the actual state of the slope, practicability, which can provide guideline for the analysis of slope stability of open pit mines.
