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Accurate and transparent prediction of concrete compressive strength can support rapid screening of candidate mixture designs. This study develops an explainable, uncertainty-aware workflow that combines domain-informed features, including the water-to-binder ratio ( w / b ), superplasticizer-to-binder ratio ( SP / b ), and supplementary cementitious material fractions, with a stacked ensemble tuned using hybrid genetic algorithm–particle swarm optimisation (GA–PSO). Random Forest, XGBoost, and a shallow feed-forward neural network are combined through an Elastic–Net meta-regressor trained using out-of-fold base-model predictions. The analysis uses the public Yeh concrete compressive-strength dataset, comprising 1030 original records and 1005 records retained after documented data-integrity screening. Model development used age-stratified 10-fold cross-validation within an 80% modelling partition, while a disjoint 20% hold-out partition was excluded from model development and used for final evaluation. The stacked ensemble achieved an internal cross-validation RMSE of 2.485 MPa, MAE of 1.201 MPa, and R 2 = 0.941. On the untouched hold-out set, the corresponding values were 2.62 MPa, 1.27 MPa, and 0.936. Relative to GA–PSO-tuned XGBoost, the hold-out RMSE decreased from 5.05 to 2.62 MPa. Paired bootstrap resampling of the hold-out observations gave a 95% RMSE interval of [2.33, 2.96] MPa for the stack compared with [4.44, 5.66] MPa for tuned XGBoost. MC-dropout and residual-bootstrap uncertainty intervals showed near-nominal empirical coverage, while SHAP and Morris analyses consistently identified w / b , curing age, cement content, and SP / b as influential predictors. These findings establish strong internal predictive performance on the historical Yeh dataset; external validation on contemporary and project-specific concrete data is required before practical engineering use.
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Dewangan et al. (2026) studied this question.
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