Modeling of compressive strength and UPV of high-volume mineral-admixtured concrete using rule-based M5 rule and tree model M5P classifiers

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dc.authoridAYAZ, Yaşar/0000-0002-1089-0700
dc.authoridKARAKOÇ, MEHMET BURHAN/0000-0002-6954-0051
dc.authoridKocamaz, Adnan Fatih/0000-0002-7729-8322
dc.authorwosidAYAZ, Yaşar/ABG-8694-2020
dc.authorwosidKARAKOÇ, MEHMET BURHAN/ABG-5446-2020
dc.authorwosidKocamaz, Adnan Fatih/C-2820-2014
dc.contributor.authorAyaz, Yasar
dc.contributor.authorKocamaz, Adnan Fatih
dc.contributor.authorKarakoc, Mehmet Burhan
dc.date.accessioned2024-08-04T20:40:20Z
dc.date.available2024-08-04T20:40:20Z
dc.date.issued2015
dc.departmentİnönü Üniversitesien_US
dc.description.abstractCompressive strength and UPV parameters are the methods that are used to determine high-volume mineral admixture concrete quality. But experiments for all levels of these parameters are expensive, difficult and time consuming. For determination of output values, classifiers with model extraction features can be used. In this study, classifiers, with the rule-based M5 rule and tree model M5P in the area of data mining are used to predict the compressive strength and UPV of concrete mixtures after 3, 7, 28 and 120 days of curing. The M5 rule and tree model M5P are tested using the available test data of 40 different concrete mix-designs gathered from literature [1]. The input of the model is a variable data set corresponding to concrete mixture proportions. The findings of this study indicated that the M5 rule and tree model M5P models are sufficient tools for estimating the compressive strength and UPV of concrete. 97% and 87% success is obtained in predicting compressive strength and UPV results, respectively. (C) 2015 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.conbuildmat.2015.06.029
dc.identifier.endpage240en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopus2-s2.0-84936947622en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage235en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2015.06.029
dc.identifier.urihttps://hdl.handle.net/11616/96861
dc.identifier.volume94en_US
dc.identifier.wosWOS:000359875200024en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectData miningen_US
dc.subjectM5 ruleen_US
dc.subjectTree model M5Pen_US
dc.subjectConcreteen_US
dc.subjectCompressive strengthen_US
dc.subjectUPVen_US
dc.titleModeling of compressive strength and UPV of high-volume mineral-admixtured concrete using rule-based M5 rule and tree model M5P classifiersen_US
dc.typeArticleen_US

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