摘要
基于灰色系统的灰色关联和BP人工神经网络分析理论,分别选取影响土质、岩质边坡稳定性的一些主要因素,对边坡是否失稳进行了预测。针对重庆地区高速公路一些边坡工程实例进行了分析计算,结果与实际情况符合的很好,说明了利用灰色关联分析方法和BP人工神经网络预测边坡稳定性是可行的。
Based on the theory of gray incidence analysis of gray system, some main factors that influence the soil slope stability and the rock slope stability are selected separately and the prediction of the slope stability is made. It has been used in the calculation of the freeway slope project in Chongqing and the calculation result and the reality are matched well, which proves that it＇s feasible to utilize the gray incidence analysis and BP neural network to predict the slope stability.
出处
《西部探矿工程》
CAS
2007年第12期8-11,共4页
West-China Exploration Engineering
