摘要
针对露天矿山采场合理境界确定和确定境界后采场边坡岩体稳定性分析问题，利用模糊数学（ＦｕｚｚｙＭａｔｈｅｍａｔｉｃｓ）中的隶属函数和模糊测度方法建立了具有普遍意义的理论分析模型，并根据所建立的模型对具体的露天矿工程问题进行了分析。
Fuzzy mathematics models based on fuzzy membership function and fuzzy measures theories were applied to the determination of feasible open pit boundary and analysis of the slope stability in open pit mines
出处
《中国钼业》
1996年第6期8-12,共5页
China Molybdenum Industry
关键词
露天矿
境界
边坡
稳定性
模糊测度
Open pit mine, Boundary, Slope, Stability analysis, Fuzzy measures, Membership function
