An optimized ANFIS model for predicting pile pullout resistance

dc.contributor.authorZhao, Yuwei
dc.contributor.authorGor, Mesut
dc.contributor.authorVoronkova, Daria K.
dc.contributor.authorTouchaei, Hamed Gholizadeh
dc.contributor.authorMoayedi, Hossein
dc.contributor.authorLe, Binh Nguyen
dc.date.accessioned2026-08-12T17:42:42Z
dc.date.issued2023
dc.departmentFırat Üniversitesi
dc.description.abstractMany recent attempts have sought accurate prediction of pile pullout resistance (Pul) using classical machine learning models. This study offers an improved methodology for this objective. Adaptive neuro-fuzzy inference system (ANFIS), as a popular predictor, is trained by a capable metaheuristic strategy, namely equilibrium optimizer (EO) to predict the Pul. The used data is collected from laboratory investigations in previous literature. First, two optimal configurations of EO-ANFIS are selected after sensitivity analysis. They are next evaluated and compared with classical ANFIS and two neural-based models using well-accepted accuracy indicators. The results of all five models were in good agreement with laboratory Puls (all correlations > 0.99). However, it was shown that both EO-ANFISs not only outperform neural benchmarks but also enjoy a higher accuracy compared to the classical version. Therefore, utilizing the EO is recommended for optimizing this predictive tool. Furthermore, a comparison between the selected EO-ANFISs, where one employs a larger population, revealed that the model with the population size of 75 is more efficient than 300. In this relation, root mean square error and the optimization time for the EO-ANFIS (75) were 19.6272 and 1715.8 seconds, respectively, while these values were 23.4038 and 9298.7 seconds for EO-ANFIS (300).
dc.description.sponsorshipIndustry-University-Research Project of Jiangsu Province [BY2022-1293]
dc.description.sponsorshipFunding This work was supported by Industry-University-Research Project of Jiangsu Province. Project ID: BY2022-1293.
dc.identifier.doi10.12989/scs.2023.48.2.179
dc.identifier.endpage190
dc.identifier.issn1229-9367
dc.identifier.issn1598-6233
dc.identifier.issue2
dc.identifier.scopus2-s2.0-105022516286
dc.identifier.scopusqualityQ1
dc.identifier.startpage179
dc.identifier.urihttps://doi.org/10.12989/scs.2023.48.2.179
dc.identifier.urihttps://hdl.handle.net/11508/59846
dc.identifier.volume48
dc.identifier.wosWOS:001045476100005
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofSteel and Composite Structures
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectequilibrium optimizer
dc.subjectfuzzy logic
dc.subjectgeotechnical simulation
dc.subjectpile foundation
dc.subjectpullout resistance
dc.titleAn optimized ANFIS model for predicting pile pullout resistance
dc.typeArticle

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