Please use this identifier to cite or link to this item: https://ir.swu.ac.th/jspui/handle/123456789/17548
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dc.contributor.authorXu Y.
dc.contributor.authorAhmad W.
dc.contributor.authorAhmad A.
dc.contributor.authorOstrowski K.A.
dc.contributor.authorDudek M.
dc.contributor.authorAslam F.
dc.contributor.authorJoyklad P.
dc.date.accessioned2022-03-10T13:17:28Z-
dc.date.available2022-03-10T13:17:28Z-
dc.date.issued2021
dc.identifier.issn19961944
dc.identifier.other2-s2.0-85119719583
dc.identifier.urihttps://ir.swu.ac.th/jspui/handle/123456789/17548-
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85119719583&doi=10.3390%2fma14227034&partnerID=40&md5=da8c218fcf1c32f7dc055df196525916
dc.description.abstractThe current trend in modern research revolves around novel techniques that can predict the characteristics of materials without consuming time, effort, and experimental costs. The adapta-tion of machine learning techniques to compute the various properties of materials is gaining more attention. This study aims to use both standalone and ensemble machine learning techniques to forecast the 28-day compressive strength of high-performance concrete. One standalone technique (support vector regression (SVR)) and two ensemble techniques (AdaBoost and random forest) were applied for this purpose. To validate the performance of each technique, coefficient of determination (R2), statistical, and k-fold cross-validation checks were used. Additionally, the contribution of input parameters towards the prediction of results was determined by applying sensitivity analysis. It was proven that all the techniques employed showed improved performance in predicting the out-comes. The random forest model was the most accurate, with an R2 value of 0.93, compared to the support vector regression and AdaBoost models, with R2 values of 0.83 and 0.90, respectively. In addition, statistical and k-fold cross-validation checks validated the random forest model as the best performer based on lower error values. However, the prediction performance of the support vector regression and AdaBoost models was also within an acceptable range. This shows that novel machine learning techniques can be used to predict the mechanical properties of high-performance concrete. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.
dc.languageen
dc.subjectCompressive strength
dc.subjectDecision trees
dc.subjectForecasting
dc.subjectHigh performance concrete
dc.subjectMachine learning
dc.subjectRandom forests
dc.subjectRegression analysis
dc.subjectSensitivity analysis
dc.subjectVectors
dc.subjectHigh-perfor-mance concrete
dc.subjectHigh-performance concrete
dc.subjectK fold cross validations
dc.subjectMachine learning techniques
dc.subjectPerformance
dc.subjectRandom forest modeling
dc.subjectRandom forests
dc.subjectSupport vector regression models
dc.subjectSupport vector regressions
dc.subjectValidation checks
dc.subjectAdaptive boosting
dc.titleComputation of high-performance concrete compressive strength using standalone and ensembled machine learning techniques
dc.typeArticle
dc.rights.holderScopus
dc.identifier.bibliograpycitationMaterials. Vol 14, No.22 (2021)
dc.identifier.doi10.3390/ma14227034
Appears in Collections:Scopus 1983-2021

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