摘要
结合前人的研究成果，对神经网络理论中的BP算法进行综合改进，并将其运用于岩质边坡稳定性评判，建立了评判模型。结果表明改进的BP网络性能良好，所建立的模型预测精度较高，有一定的使用价值。
Based on other scholars' achievement in the artificial neural network field, the back-propagation algorithm is improved and used in the stability evaluation of rock slope. It is proved that the developed model according to the improved BP algorithm is more accurate than the routine network in practice.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1999年第3期303-307,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
BP网络
岩质边坡
稳定性评判
improved back-propagation network, rock slope, stability evaluation
