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dc.contributor.authorMoayedi, Hossein
dc.contributor.authorTien Bui, Dieu
dc.contributor.authorNgo, Phuong Thao
dc.date.accessioned2020-09-22T07:28:32Z
dc.date.available2020-09-22T07:28:32Z
dc.date.created2019-12-17T13:00:42Z
dc.date.issued2019
dc.identifier.citationMoayedi, H., Bui, D. T., & Thi Ngo, P. T. (2019). Neural Computing Improvement Using Four Metaheuristic Optimizers in Bearing Capacity Analysis of Footings Settled on Two-Layer Soils. Applied Sciences, 9(23).en_US
dc.identifier.issn2076-3417
dc.identifier.urihttps://hdl.handle.net/11250/2678908
dc.description.abstractThis study outlines the applicability of four metaheuristic algorithms, namely, whale optimization algorithm (WOA), league champion optimization (LCA), moth–flame optimization (MFO), and ant colony optimization (ACO), for performance improvement of an artificial neural network (ANN) in analyzing the bearing capacity of footings settled on two-layered soils. To this end, the models estimate the stability/failure of the system by taking into consideration soil key factors. The complexity of each network is optimized through a sensitivity analysis process. The performance of the ensembles is compared with a typical ANN to evaluate the efficiency of the applied optimizers. It was shown that the incorporation of the WOA, LCA, MFO, and ACO algorithms resulted in 14.49%, 13.41%, 18.30%, and 35.75% reductions in the prediction error of the ANN, respectively. Moreover, a ranking system is developed to compare the efficiency of the used models. The results revealed that the ACO–ANN performs most accurately, followed by the MFO–ANN, WOA–ANN, and LCA–ANN. Lastly, the outcomes demonstrated that the ACO–ANN can be a promising alternative to traditional methods used for analyzing the bearing capacity of two-layered soils.en_US
dc.language.isoengen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleNeural Computing Improvement Using Four Metaheuristic Optimizers in Bearing Capacity Analysis of Footings Settled on Two-Layer Soilsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holder© 2019 by the authors.en_US
dc.source.pagenumber1-16en_US
dc.source.volume9en_US
dc.source.journalApplied Sciencesen_US
dc.source.issue23en_US
dc.identifier.doi10.3390/app9235264
dc.identifier.cristin1761891
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.fulltextoriginal
cristin.qualitycode1


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