Abstract

In order to predict the influence of fly ash (FA) and Alccofine (AL) on the compressive strength (CS), flexural strength (FS), split tensile strength (STS), and rapid chloride permeability test (RCPT) of concrete in a different age of samples, an experimental-based dataset was selected. This research was carried out by investigating the forecasting accuracy of different data mining (DM) models. To gain this, a score-based system is proposed to compare the applied method's productivity based on R, RMSE, and MAE results. As shown in the results, CS, FS, STS, and RCPT's predicted values are very close to the experimental values in both training and testing samples. By considering the highest R among the developed models, the MLP model was the most efficient algorithm, at 0.9983, 0.9981, and 0.985 to predict CS, FS, and STS, respectively. Regarding RCPT results, Additive regression algorithm has the highest accuracy with TRS at 53. According to the ranking score, for prediction all four mechanical properties of concrete modified with FA and AL, among the applied models, SMOreg has the lowest rank, and GPR could be recognized as the second-best method.

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