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Computation of high-performance concrete compressive strength using standalone and ensembled machine learning techniques

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dc.contributor.author Xu Y.
dc.contributor.author Ahmad W.
dc.contributor.author Ahmad A.
dc.contributor.author Ostrowski K.A.
dc.contributor.author Dudek M.
dc.contributor.author Aslam F.
dc.contributor.author Joyklad P.
dc.date.accessioned 2022-03-10T13:17:28Z
dc.date.available 2022-03-10T13:17:28Z
dc.date.issued 2021
dc.identifier.issn 19961944
dc.identifier.other 2-s2.0-85119719583
dc.identifier.uri https://ir.swu.ac.th/jspui/handle/123456789/17548
dc.identifier.uri https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119719583&doi=10.3390%2fma14227034&partnerID=40&md5=da8c218fcf1c32f7dc055df196525916
dc.description.abstract The 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.language en
dc.subject Compressive strength
dc.subject Decision trees
dc.subject Forecasting
dc.subject High performance concrete
dc.subject Machine learning
dc.subject Random forests
dc.subject Regression analysis
dc.subject Sensitivity analysis
dc.subject Vectors
dc.subject High-perfor-mance concrete
dc.subject High-performance concrete
dc.subject K fold cross validations
dc.subject Machine learning techniques
dc.subject Performance
dc.subject Random forest modeling
dc.subject Random forests
dc.subject Support vector regression models
dc.subject Support vector regressions
dc.subject Validation checks
dc.subject Adaptive boosting
dc.title Computation of high-performance concrete compressive strength using standalone and ensembled machine learning techniques
dc.type Article
dc.rights.holder Scopus
dc.identifier.bibliograpycitation Materials. Vol 14, No.22 (2021)
dc.identifier.doi 10.3390/ma14227034


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