Four novel evolutionary computational models to estimate piles' bearing capacity

dc.contributor.authorZhang, Yanhua
dc.contributor.authorGor, Mesut
dc.contributor.authorMoayedi, Hossein
dc.contributor.authorZolfegharifar, Yaghoub
dc.date.accessioned2026-08-12T17:26:39Z
dc.date.issued2025
dc.departmentFırat Üniversitesi
dc.description.abstractAccurate pile-bearing capacity prediction is crucial for ensuring the stability and safety of deep foundations, particularly for tall buildings. This study investigates the use of four hybrid evolutionary computational models - Whale Optimization Algorithm (WOA), Artificial Bee Colony (ABC), Ant Colony Optimization (ACO), and Ant Lion Optimizer (ALO) - to enhance prediction accuracy. These models were evaluated for training and testing datasets based on their population sizes and performance metrics, such as the coefficient of determination (R2) and root mean square error (RMSE). The WOA model demonstrated the highest accuracy, achieving an R2 of 0.979 (training) and 0.968 (testing), along with RMSE values of 0.079 and 0.11, respectively. The ALO model followed closely, with an R2 of 0.989 (training) and 0.968 (testing), though it showed a higher RMSE in testing at 0.235. ABC and ACO, with R2 values ranging between 0.883 and 0.958, displayed lower accuracy than WOA and ALO. The models were ranked based on their performance, with WOA obtaining the highest total rank, followed by ALO, while ABC and ACO shared a similar total rank. These findings highlight the potential of hybrid evolutionary models for improving pile-bearing capacity predictions, which is vital for geotechnical engineering applications.
dc.description.sponsorshipPhD research startup foundation of Yuncheng University [YQ-2020023]; Doctor returned to Shanxi Province Project [QZX-2021006]
dc.description.sponsorshipPhD research startup foundation of Yuncheng University (YQ-2020023) ; Doctor returned to Shanxi Province Project (QZX-2021006) .
dc.identifier.doi10.12989/sss.2025.35.2.115
dc.identifier.endpage129
dc.identifier.issn1738-1584
dc.identifier.issn1738-1991
dc.identifier.issue2
dc.identifier.orcid0000-0002-5463-9278
dc.identifier.scopus2-s2.0-105003440501
dc.identifier.scopusqualityQ2
dc.identifier.startpage115
dc.identifier.urihttps://doi.org/10.12989/sss.2025.35.2.115
dc.identifier.urihttps://hdl.handle.net/11508/54910
dc.identifier.volume35
dc.identifier.wosWOS:001447426200002
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofSmart Structures and Systems
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectdriven piles
dc.subjecthybrid
dc.subjectnature-inspired
dc.subjectpredicting
dc.subjectshaft friction capacity
dc.titleFour novel evolutionary computational models to estimate piles' bearing capacity
dc.typeArticle

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