一种新的边坡稳定性预测方法的尝试  

The trial of a kind of new side slope stability predicting method

作　　者：杨喆 

机构地区：[1]中煤西安设计工程有限责任公司

出　　处：《山西建筑》2009年第21期107-108,共2页Shanxi Architecture

摘　　要：针对模糊理论和神经网络各自在边坡稳定性评价中存在的不足,提出了基于自适应神经元模糊推理系统的边坡稳定性评价方法,运用MATLAB建立了圆弧滑动边坡稳定性分析的ANFIS预测模型。结果表明,该模型预测的结果与实际边坡稳定性系数(工程设计值)十分接近。Aim at the shortage of the fuzzy theories and nerve network in side slope stability evaluation, the paper puts forward the nerve model reasons logically the side slope stability evaluation method according to nerve fuzzy orientation system, makes use of the MATLAB established ANFIS estimate mode of arc glide side slope stability, and result shows that the result of that model estimate near to with actual side slope stability coefficient（engineering design value）.

关 键 词：ANFIS 圆弧滑动边坡 稳定性分析 

分 类 号：TU413.62[建筑科学—岩土工程]