摘要
针对边坡稳定性工程地质评价方法过分强调经验和难以定量的缺点,提出了一种基于人工神经网络的边坡稳定性工程地质评价方法(AN2S2EGEM),详细介绍了它的建模方法和应用实例.结果表明该方法不仅有效,而且有定量、简便、实时、自适应等优点,具有广阔的应用前景。
engineering geology evaluation method for slope stability hased on artificial neural network(AN2S2EGEM) is Presented in this paper. This method eliminates the defects of the traditional engineeringgeology evaluation method: the excessive reliance on experience and difficulty in quantization. The modellingOf AN2S2EGEN is intnduced in detail. An application example is given. The application results show thatAN2S2EGEM not only is effective, but also quantitative, simple, real-time and adaptive etc. It has a wideapplication prospect.
出处
《岩土力学》
EI
CSCD
1996年第3期27-33,共7页
Rock and Soil Mechanics
关键词
神经网络
边坡稳定性
工程地质评价
评价法
slope
stability
engineering geology evaluation method
artificial neural network