Volume 16 No 5 (2018)
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Slope Stability Analysis Based on the Radial Basis Function Neural Network of the Cerebral Cortex
Zhe Qin, Xuxin Chen , Houli Fu, Shanchao Hu, Jing Wang
Abstract
The artificial neural network technology simulates the neural network structure of the cerebral cortex by
establishing artificial neurons and sensors to solve nonlinear engineering problems, and establishes the prediction
model for solving such problems. Rock slope stability is a hot research topic in the field of geotechnical engineering,
especially for those slopes affected by the cyclic changes of water level. This paper establishes a slope stability
prediction model based on the radial basis function neural network (RBFNN) of the cerebral cortex and introduces
the genetic algorithm to eliminate the drawbacks of the cerebral cortex RBFNN, that is, slow convergence and local
optimisation. The cerebral cortex RBFNN prediction model can predict the slope safety factor, with the relative
error controlled between -5.16% and 6.02%. According to the cerebral cortex RBFNN prediction results, as the
water level in the tailing pond changes cyclically, the rock mechanics parameters of the slope gradually weaken,
which leads to the continuous decrease of the slope safety factor. The results can provide reference for the
extension and application of the cerebral cortex RBFNN in the engineering field, and serve as guidance for the
specific project safety maintenance
Keywords
RBFNN, Genetic Algorithm, Slope Stability, Safety Factor, Water Level Changes
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