Prediction of Liquefaction Induced Lateral Spreading Displacements by Artificial Intelligence Based Model
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Environmental Engineering, Yıldız Technical Univ., Istanbul, Turkey. ORCID: .
2. Research Assistant, Dept. of Civil Engineering, Istanbul Esenyurt Univ., Istanbul, Turkey. ORCID: .
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484692.051
Reference37 articles.
1. New formulas for predicting liquefaction-induced lateral spreading: model tree approach
2. Bartlett, S. F., and Young, T. L. (1992). Empirical prediction of lateral spread displacement. In Proceedings from the fourth Japan-US workshop on earthquake resistant design of lifeline facilities and countermeasures for soil liquefaction (pp. 351–65).
3. Empirical Prediction of Liquefaction-Induced Lateral Spread
4. Evaluation of lateral spreading using artificial neural networks
5. Evaluation of lateral spreading utilizing artificial neural network and genetic programming;Baziar M. H.;International Journal of Civil Engineering,2013
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