Analyzing method of rock slope stability based on artificial neural network
Xiang He · Rock and Soil Mechanics · 2003
Limitations of the classic method of the analyzing of the slop stability are analyzed. With the consideration of the influencing factors of the stability of the slop, the analyzing method based on the artificial neural network is introduced. Genetic algorithm is adopted here to optimize the structure of the neural network so that the neural network will have super nonlinear mapping ability and generative ability, consequently, the accuracy of the analyzing will improved. Numerical example illustrates that the newly introduced method based the artificial neural network can provide more accurate analyzing results.