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Computational modification of neural systems using a novel stochastic search scheme,namely evaporation rate-based water cycle algorithm: an application in geotechnical issues
Authors:Foong  Loke Kok  Moayedi  Hossein  Lyu  Zongjie
Affiliation:1.Department for Management of Science and Technology Development, Ton Duc Thang University, Ho Chi Minh City, Vietnam
;2.Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Vietnam
;3.Department of Business and IT, University of South-Eastern Norway, 3800, Bø i Telemark, Norway
;4.Institute of Research and Development, Duy Tan University, Da Nang, 550000, Vietnam
;5.Faculty of Civil Engineering, Duy Tan University, Da Nang, 550000, Vietnam
;
Abstract:

Recent studies have demonstrated the high efficiency of metaheuristic algorithms for various optimization engineering problems. The main focus of the present study is to apply a novel notion of stochastic search methods, namely evaporation rate-based water cycle algorithm (ER-WCA) to the problem of soil shear strength (SSS) prediction. The ER-WCA, as the name indicates, is a modified version of the water cycle algorithm that is used to computationally modify an artificial neural network (ANN) for the mentioned purpose. The sensitivity analysis showed that the most proper values for the number of rivers?+?sea and the population size are 5 and 300, respectively. The performance of the ER-WCA–ANN hybrid is compared to an ANN typically trained by the Levenberg–Marquardt algorithm to evaluate the effectiveness of the proposed metaheuristic technique. The findings showed that incorporation of the ER-WCA results in reducing the root-mean-square error by 5.87% and 4.92% in the training and testing phases, respectively. Meanwhile, the coefficient of determination rose from 84.27 to 86.11% and from 78.80 to 80.83% in these phases. It indicates that the weights and biases suggested by the ER-WCA can construct a considerably more reliable ANN. Therefore, the introduced method is recommended for practical uses in the early prediction of the SSS in civil engineering projects.

Keywords:
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