【作者单位】1 School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, China 2 Institute of Engineering, Tibet University, Lhasa, PR China
【ISSN】0363-9061
【关键词】artificial neural networks Monte Carlo simulation probabilistic slope stability response surface system reliability
【摘要】 This paper presents a system reliability analysis method for soil slopes on the basis of artificial neural networks with computer experiments. Two types of artificial neural networks, multilayer perceptrop (MLP) and radial basis function networks (RB...