2022
DOI: 10.1080/21650373.2022.2093291
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Estimation of rapid chloride permeability of SCC using hyperparameters optimized random forest models

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Cited by 26 publications
(12 citation statements)
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“…Different statistical evaluators were used to appraisal the performance of developed models for predicting the g dmax and w opt of lateritic soils [46]. In these equations, y , P t , P t , and ȳ represent the forecasted values of the Pth pattern, the target values of the Pth pattern, the averages of the target values, and the averages of the predicted values, respectively.…”
Section: Performance Evaluatorsmentioning
confidence: 99%
“…Different statistical evaluators were used to appraisal the performance of developed models for predicting the g dmax and w opt of lateritic soils [46]. In these equations, y , P t , P t , and ȳ represent the forecasted values of the Pth pattern, the target values of the Pth pattern, the averages of the target values, and the averages of the predicted values, respectively.…”
Section: Performance Evaluatorsmentioning
confidence: 99%
“…[32][33][34][35][36] For instance, artificial neural networks and fuzzy logic techniques have been employed so effectively to estimate the splitting tensile and compressive mechanical behavior of concrete. [37][38][39][40][41][42][43] Also, the non-plastic state of the RAC has been modeled by artificial neural network techniques by Duan et al 44,45 It has been understood that ANN approach leads to higher performance efficiency in predicting the elasticity modulus of RAC in comparison to the correlation equation method.…”
Section: Introductionmentioning
confidence: 99%
“…They considered 5 input variables of W/B, cement, FA, GGBFS, and curing age. Regarding self-consolidating concrete (SCC) mixtures, extensive AI models were also presented in the literature 33 35 . In this field, Ghafoori et al (2013) 36 used statistical and ANN models on their limited experimental database (only 24 SCC mixtures) to present a predicting model for the rapid chloride penetration test (RCPT) value choosing 6 input features of cementitious materials, W/B, coarse aggregate, fine aggregates, air-entraining admixture, and high range water reducer (HRWR).…”
Section: Introductionmentioning
confidence: 99%
“…Similarly, only Taffese et al (2022) 55 considered concrete density as one of the input variables to predict chloride resistance. Most studies also ignored the temperature, while many models considered it an input feature 34 , 35 , 39 , 46 , 47 , 53 , 57 , 60 . It may be due to the missing data in the experimental research.…”
Section: Introductionmentioning
confidence: 99%