Predicting sorptivity and freeze-thaw resistance of self-compacting mortar by using deep learning and k-nearest neighbor

dc.contributor.authorTurk, Kazi
dc.contributor.authorKina, Ceren
dc.contributor.authorTanyildizi, Harun
dc.date.accessioned2026-08-12T18:07:58Z
dc.date.issued2022
dc.departmentFırat Üniversitesi
dc.description.abstractIn this study, deep learning and k-Nearest Neighbor (kNN) models were used to estimate the sorptivity and freeze -thaw resistance of self-compacting mortars (SCMs) having binary and ternary blends of mineral admixtures. Twenty-five environment-friendly SCMs were designed as binary and ternary blends of fly ash (FA) and silica fume (SF) except for control mixture with only Portland cement (PC). The capillary water absorption and freeze-thaw resistance tests were conducted for 91 days. It was found that the use of SF with FA as ternary blends reduced sorptivity coefficient values compared to the use of FA as binary blends while the presence of FA with SF improved freeze-thaw resistance of SCMs with ternary blends. The input variables used the models for the estimation of sorptivity were defined as PC content, SF content, FA content, sand content, HRWRA, water/cementitious materials (W/C) and freeze-thaw cycles. The input variables used the models for the estimation of sorptivity were selected as PC content, SF content, FA content, sand content, HRWRA, W/C and predefined intervals of the sample in water. The deep learning and k-NN models estimated the durability factor of SCM with 94.43% and 92.55% accuracy and the sorptivity of SCM was estimated with 97.87% and 86.14% accuracy, respectively. This study found that deep learning model estimated the sorptivity and durability factor of SCMs having binary and ternary blends of mineral admixtures higher accuracy than k-NN model.
dc.identifier.doi10.12989/cac.2022.30.2.099
dc.identifier.endpage111
dc.identifier.issn1598-8198
dc.identifier.issn1598-818X
dc.identifier.issue2
dc.identifier.orcid0000-0002-2054-3323
dc.identifier.orcid0000-0002-7585-2609
dc.identifier.scopus2-s2.0-85142657990
dc.identifier.scopusqualityQ1
dc.identifier.startpage99
dc.identifier.urihttps://doi.org/10.12989/cac.2022.30.2.099
dc.identifier.urihttps://hdl.handle.net/11508/62914
dc.identifier.volume30
dc.identifier.wosWOS:000861288800002
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofComputers and Concrete
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectdeep learning
dc.subjectdurability factor
dc.subjectk-nearest neighbor
dc.subjectprediction
dc.subjectself-compacting mortar
dc.subjectsorptivity coefficient
dc.titlePredicting sorptivity and freeze-thaw resistance of self-compacting mortar by using deep learning and k-nearest neighbor
dc.typeArticle

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