A hierarchical metaheuristic framework for CPT-based soil liquefaction prediction with Kolmogorov–Arnold Network variants

MakaleAçık Erişim
  • SDG 9 · Sanayi, Yenilikçilik ve Altyapı

Özet

Soil liquefaction is a critical geotechnical hazard that threatens the safety of civil infrastructure under seismic loading, necessitating robust and interpretable prediction models. This study proposes a hierarchical framework for CPT-based soil liquefaction prediction using meta-heuristic-optimized Kolmogorov–Arnold Network (KAN) variants. The framework follows a two-stage optimization strategy. First, six state-of-the-art meta-heuristic algorithms are statistically compared to identify the most effective optimization method. Second, the selected algorithm is employed to optimize six KAN variants, including FastKAN, EfficientKAN, FourierKAN, ChebyKAN, JacobiRKAN, and PadéRKAN. Statistical comparisons based on the Wilcoxon signed-rank test demonstrate that the Colony-Based Search algorithm (CSA) achieves lower objective-function values than the competing meta-heuristics (p<0.01) and is therefore adopted as the core optimization strategy. Performance evaluation reveals that the CSA-optimized ChebyKAN model achieves the highest predictive accuracy, with an F1 Score of 0.8875 ± 0.011 and an AUC of 0.9115 ± 0.013. Pairwise McNemar tests detected no statistically significant difference in classification decisions for any evaluated model pair (p>0.01). SHapley Additive exPlanations analysis identified qc, qc1N, and amax as the variables with the largest model-specific attributions, whereas d, c, and σv received lower attributions. A cost-sensitive error analysis further showed that ChebyKAN produced the lowest false-negative rate and the lowest asymmetric error cost under 5:1 and 10:1 false-negative-to-false-positive cost scenarios, supporting its conservative behaviour for safety-critical liquefaction screening. The results establish the proposed CSA–KAN framework as a reliable, high-accuracy, and interpretable solution for CPT-based soil liquefaction assessment in geotechnical engineering practice.

Anahtar Kelimeler

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Tam Kayıt
AlanDeğerDil
dc.contributor.authorGünen, Mehmet Akif
dc.contributor.authorÖztürk, Kaşif Furkan
dc.date.accessioned2026-10-22T10:22:25.618805854Z
dc.date.available2026-10-22T10:22:25.618805854Z
dc.date.issued2027
dc.description.abstractSoil liquefaction is a critical geotechnical hazard that threatens the safety of civil infrastructure under seismic loading, necessitating robust and interpretable prediction models. This study proposes a hierarchical framework for CPT-based soil liquefaction prediction using meta-heuristic-optimized Kolmogorov–Arnold Network (KAN) variants. The framework follows a two-stage optimization strategy. First, six state-of-the-art meta-heuristic algorithms are statistically compared to identify the most effective optimization method. Second, the selected algorithm is employed to optimize six KAN variants, including FastKAN, EfficientKAN, FourierKAN, ChebyKAN, JacobiRKAN, and PadéRKAN. Statistical comparisons based on the Wilcoxon signed-rank test demonstrate that the Colony-Based Search algorithm (CSA) achieves lower objective-function values than the competing meta-heuristics (p<0.01) and is therefore adopted as the core optimization strategy. Performance evaluation reveals that the CSA-optimized ChebyKAN model achieves the highest predictive accuracy, with an F1 Score of 0.8875 ± 0.011 and an AUC of 0.9115 ± 0.013. Pairwise McNemar tests detected no statistically significant difference in classification decisions for any evaluated model pair (p>0.01). SHapley Additive exPlanations analysis identified qc, qc1N, and amax as the variables with the largest model-specific attributions, whereas d, c, and σv received lower attributions. A cost-sensitive error analysis further showed that ChebyKAN produced the lowest false-negative rate and the lowest asymmetric error cost under 5:1 and 10:1 false-negative-to-false-positive cost scenarios, supporting its conservative behaviour for safety-critical liquefaction screening. The results establish the proposed CSA–KAN framework as a reliable, high-accuracy, and interpretable solution for CPT-based soil liquefaction assessment in geotechnical engineering practice.
dc.identifier.articlenumber110692
dc.identifier.doi10.1016/j.soildyn.2026.110692
dc.identifier.eissn1879-341X
dc.identifier.issn0267-7261
dc.identifier.scopus2-s2.0-105049630866
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/14229
dc.identifier.volume212
dc.identifier.wosWOS:001876523200001
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofSoil Dynamics and Earthquake Engineering
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectCone Penetration Test (CPT)
dc.subjectKolmogorov–Arnold Networks (KAN)
dc.subjectMetaheuristic algorithms
dc.subjectSoil liquefaction prediction
dc.subject.classificationEngineering, Geological
dc.subject.classificationGeosciences, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationGeology
dc.subject.otherCost benefit analysis
dc.subject.otherError analysis
dc.subject.otherForecasting
dc.subject.otherGeotechnical engineering
dc.subject.otherHeuristic algorithms
dc.subject.otherHeuristic methods
dc.subject.otherOptimization
dc.subject.otherSafety engineering
dc.subject.otherSoil testing
dc.subject.otherSoils
dc.subject.otherCone penetration test
dc.subject.otherCone penetration tests
dc.subject.otherGeotechnical hazards
dc.subject.otherKolmogorov
dc.subject.otherKolmogorov–arnold network
dc.subject.otherMeta-heuristics algorithms
dc.subject.otherMetaheuristic
dc.subject.otherOptimization strategy
dc.subject.otherSearch Algorithms
dc.subject.otherSoil liquefaction prediction
dc.subject.otheralgorithm
dc.subject.otherartificial neural network
dc.subject.otherliquefaction
dc.subject.othersoil property
dc.subject.otherSoil liquefaction
dc.titleA hierarchical metaheuristic framework for CPT-based soil liquefaction prediction with Kolmogorov–Arnold Network variants
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex0
rdl.citation.scopus0
rdl.citation.wos0
rdl.oa.statushybrid
rdl.oa.urlhttps://doi.org/10.1016/j.soildyn.2026.110692
rdl.sdgSDG09
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)