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Deep learning method for compressive strength prediction for lightweight concrete

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dc.contributor.author Nanehkaran, Yaser A.
dc.contributor.author Azarafza, Mohammad
dc.contributor.author Pusatlı, Tolga
dc.contributor.author Bonab, Masoud Hajialilue
dc.contributor.author Irani, Arash Esmatkhah
dc.contributor.author Kouhdarag, Mehdi
dc.contributor.author Chen, Junde
dc.contributor.author Derakhshani, Reza
dc.date.accessioned 2024-05-30T08:10:31Z
dc.date.available 2024-05-30T08:10:31Z
dc.date.issued 2023-09
dc.identifier.citation Nanehkaran, 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. tr_TR
dc.identifier.issn 1598-8198
dc.identifier.uri http://hdl.handle.net/20.500.12416/8442
dc.description.abstract Concrete 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. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.12989/cac.2023.32.3.327 tr_TR
dc.rights info:eu-repo/semantics/closedAccess tr_TR
dc.subject Aggregate tr_TR
dc.subject Compressive Strength tr_TR
dc.subject Deep Learning tr_TR
dc.subject Lightweight Concrete tr_TR
dc.subject Predictive Model tr_TR
dc.title Deep learning method for compressive strength prediction for lightweight concrete tr_TR
dc.type article tr_TR
dc.relation.journal Computers and Concrete tr_TR
dc.contributor.authorID 51704 tr_TR
dc.identifier.volume 32 tr_TR
dc.identifier.issue 3 tr_TR
dc.identifier.startpage 327 tr_TR
dc.identifier.endpage 337 tr_TR
dc.contributor.department Çankaya Üniversitesi, İktisadi ve İdari Bilimler Fakültesi, Yönetim Bilişim Sistemleri Bölümü tr_TR


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