ANN- Based Reliability Analysis of the Stability of Cutting Slope

作     者：Bao Huiming Hu Changshun(1 Faculty of highway Engineering Chang’an university Xi’an P.R.C 710064) (2 Department Civil-engineering of Guilin university Guilin P.R.C 541004) 

会议名称：《4～(th) International Conference on Road & Airfield Pavement Technology》

会议日期：2002年

学科分类：081401[工学-岩土工程] 08[工学] 0814[工学-土木工程] 

摘      要：正 Through analyzing the disadvantages of the existing function equations used in reliability analysis of cutting slope stability, a new method for reliability evaluation is presented in this paper, called Neural Reliability Method, which is based on ANN by utilizing its powerful non-linear dynamic processing ability, strong ability of calculation and characteristics of error-tolerance and non-strict conditions for model establishing. Neural Reliability Method couples ANN with reliability calculation by using ANN model as its function equation for reliability calculation. The use of this method to evaluate the stability of concrete highway slope proves its effectiveness and feasibility.