摘要
露天矿边坡稳定性是一项极其复杂的系统工程，影响因素很多，而各因素的影响程度不大相同。采用了两级Ｆｕｚｚｙ综合评判的方法，使影响露天矿边坡稳定的诸因素尽可能真实地参与评判。
Research of slope stability of open pit is a complicated system problem in which there are many factors with different acting degrees.It applies a two phase fuzzy synthetical evaluation method to determine the actual evaluating factors to analyse slope stability of open pit mines.The method is able to locate grades and degrees of stability for different areas.
出处
《中国钼业》
1996年第5期38-40,44,共4页
China Molybdenum Industry
关键词
露天矿
稳定性
边坡
模糊评判
Open pit mine, Stability, Side slopes, Fuzzy, Evaluation
