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Deep learning method for compressive strength prediction for lightweight concrete

dc.contributor.authorNanehkaran, Yaser A.
dc.contributor.authorAzarafza, Mohammad
dc.contributor.authorPusatlı, Tolga
dc.contributor.authorBonab, Masoud Hajialilue
dc.contributor.authorIrani, Arash Esmatkhah
dc.contributor.authorKouhdarag, Mehdi
dc.contributor.authorChen, Junde
dc.contributor.authorDerakhshani, Reza
dc.contributor.authorID51704tr_TR
dc.date.accessioned2024-05-30T08:10:31Z
dc.date.available2024-05-30T08:10:31Z
dc.date.issued2023
dc.departmentÇankaya Üniversitesi, İktisadi ve İdari Bilimler Fakültesi, Yönetim Bilişim Sistemleri Bölümüen_US
dc.description.abstractConcrete is the most widely used building material, with various types including high- and ultra-high-strength, reinforced, normal, and lightweight concretes. However, accurately predicting concrete properties is challenging due to the geotechnical design code’s requirement for specific characteristics. To overcome this issue, researchers have turned to new technologies like machine learning to develop proper methodologies for concrete specification. In this study, we propose a highly accurate deep learning-based predictive model to investigate the compressive strength (UCS) of lightweight concrete with natural aggregates (pumice). Our model was implemented on a database containing 249 experimental records and revealed that water, cement, water-cement ratio, fine-coarse aggregate, aggregate substitution rate, fine aggregate replacement, and superplasticizer are the most influential covariates on UCS. To validate our model, we trained and tested it on random subsets of the database, and its performance was evaluated using a confusion matrix and receiver operating characteristic (ROC) overall accuracy. The proposed model was compared with widely known machine learning methods such as MLP, SVM, and DT classifiers to assess its capability. In addition, the model was tested on 25 laboratory UCS tests to evaluate its predictability. Our findings showed that the proposed model achieved the highest accuracy (accuracy=0.97, precision=0.97) and the lowest error rate with a high learning rate (R2=0.914), as confirmed by ROC (AUC=0.971), which is higher than other classifiers. Therefore, the proposed method demonstrates a high level of performance and capability for UCS predictions.en_US
dc.description.publishedMonth9
dc.identifier.citationNanehkaran, Yaser A...et al. (2023). "Deep learning method for compressive strength prediction for lightweight concrete", Computers and Concrete, Vol. 32, No. 3, pp. 327-337.en_US
dc.identifier.doi10.12989/cac.2023.32.3.327
dc.identifier.endpage337en_US
dc.identifier.issn1598-8198
dc.identifier.issue3en_US
dc.identifier.startpage327en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12416/8442
dc.identifier.volume32en_US
dc.language.isoenen_US
dc.relation.ispartofComputers and Concreteen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAggregateen_US
dc.subjectCompressive Strengthen_US
dc.subjectDeep Learningen_US
dc.subjectLightweight Concreteen_US
dc.subjectPredictive Modelen_US
dc.titleDeep learning method for compressive strength prediction for lightweight concretetr_TR
dc.titleDeep Learning Method for Compressive Strength Prediction for Lightweight Concreteen_US
dc.typeArticleen_US
dspace.entity.typePublication

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