Neural network prediction of the reliability of heterogeneous cohesive slopes

Summary The reliability of heterogeneous slopes can be evaluated using a wide range of available probabilistic methods. One of these methods is the random finite element method (RFEM), which combines random field theory with the non‐linear elasto‐plastic finite element slope stability analysis metho...

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Bibliographic Details
Published in:International journal for numerical and analytical methods in geomechanics 2016-08, Vol.40 (11), p.1556-1569
Main Authors: Chok, Y.H., Jaksa, M.B., Kaggwa, W.S., Griffiths, D.V., Fenton, G.A.
Format: Article
Language:English
Subjects:
artificial neural network
Computer simulation
Finite element method
heterogeneous slope
Learning theory
Mathematical analysis
Mathematical models
Monte Carlo methods
Neural networks
probability of failure
random field
Slopes
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Summary:Summary The reliability of heterogeneous slopes can be evaluated using a wide range of available probabilistic methods. One of these methods is the random finite element method (RFEM), which combines random field theory with the non‐linear elasto‐plastic finite element slope stability analysis method. The RFEM computes the probability of failure of a slope using the Monte Carlo simulation process. The major drawback of this approach is the intensive computational time required, mainly due to the finite element analysis and the Monte Carlo simulation process. Therefore, a simplified model or solution, which can bypass the computationally intensive and time‐consuming numerical analyses, is desirable. The present study investigates the feasibility of using artificial neural networks (ANNs) to develop such a simplified model. ANNs are well known for their strong capability in mapping the input and output relationship of complex non‐linear systems. The RFEM is used to generate possible solutions and to establish a large database that is used to develop and verify the ANN model. In this paper, multi‐layer perceptrons, which are trained with the back‐propagation algorithm, are used. The results of various performance measures indicate that the developed ANN model has a high degree of accuracy in predicting the reliability of heterogeneous slopes. The developed ANN model is then transformed into relatively simple formulae for direct application in practice. Copyright © 2016 John Wiley & Sons, Ltd.
ISSN:0363-9061
1096-9853
DOI:10.1002/nag.2496