Data-driven multi-objective optimization of recycled aggregate concrete mixes via LightGBM strength modelling and SHAP interpretability

This paper presents a data-driven framework for predicting the compressive strength of recycled aggregate concrete (RAC) under design constraints, an environmentally sustainable construction material. The proposed method uses a LightGBM regression model integrated with multi-objective optimisation via the NSGA-II algorithm, improving prediction accuracy, robustness, and interpretability. While LightGBM is compared against XGBoost, CatBoost, and a stacking-based ensemble for benchmarking purposes, all reported results, including optimisation, uncertainty analysis, and SHAP-based feature importance, correspond exclusively to the final LightGBM-based model, ensuring clarity and consistency. A tolerance-based accuracy criterion of $$\pm 10\%$$ is adopted to reflect practical engineering requirements. The model development and validation are carried out using 535 concrete mix samples obtained from experiments, representing a wide range of material proportions and curing ages. The proposed LightGBM–NSGA-II method shows very consistent and trustworthy results. It achieved an average cross-validation $$R^2$$ of 0.9859, an adjusted $$R^2$$ of 0.9604, a tolerance-based prediction accuracy of 98.08%, and a cross-validation accuracy of 94.29%. Prediction errors remain low, with an RMSE of approximately 12.2 MPa and an MAE of approximately 9.3 MPa. Reliability is confirmed by a Prediction Interval Coverage Probability of 97.87% and a Pareto dominance count of zero. SHAP and gain analysis identify the water-binder ratio, curing age, and superplasticiser content as the most influential factors. Statistical validation using paired t-tests and Wilcoxon signed-rank tests supports the method’s stability. Therefore, the method is suitable for the sustainable concrete mix design.

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Publication Details

Journal
Discover Artificial Intelligence
Published
2026-04-28
DOI
https://doi.org/10.1007/s44163-026-01230-2
Primary Topic
Recycled Aggregate Concrete Performance
Type
article
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article

Data-driven multi-objective optimization of recycled aggregate concrete mixes via LightGBM strength modelling and SHAP interpretability

Satyabrata Roy, Sourav Kumar Das, Raj Majumdar, Biswarup Yogi et al.
Discover Artificial Intelligence
Recycled Aggregate Concrete Performance
article

Data-driven multi-objective optimization of recycled aggregate concrete mixes via LightGBM strength modelling and SHAP interpretability

Satyabrata Roy, Sourav Kumar Das, Raj Majumdar, Biswarup Yogi, Pritha Ghosh
article en

Abstract

This paper presents a data-driven framework for predicting the compressive strength of recycled aggregate concrete (RAC) under design constraints, an environmentally sustainable construction material. The proposed method uses a LightGBM regression model integrated with multi-objective optimisation via the NSGA-II algorithm, improving prediction accuracy, robustness, and interpretability. While LightGBM is compared against XGBoost, CatBoost, and a stacking-based ensemble for benchmarking purposes, all reported results, including optimisation, uncertainty analysis, and SHAP-based feature importance, correspond exclusively to the final LightGBM-based model, ensuring clarity and consistency. A tolerance-based accuracy criterion of $$\pm 10\%$$ is adopted to reflect practical engineering requirements. The model development and validation are carried out using 535 concrete mix samples obtained from experiments, representing a wide range of material proportions and curing ages. The proposed LightGBM–NSGA-II method shows very consistent and trustworthy results. It achieved an average cross-validation $$R^2$$ of 0.9859, an adjusted $$R^2$$ of 0.9604, a tolerance-based prediction accuracy of 98.08%, and a cross-validation accuracy of 94.29%. Prediction errors remain low, with an RMSE of approximately 12.2 MPa and an MAE of approximately 9.3 MPa. Reliability is confirmed by a Prediction Interval Coverage Probability of 97.87% and a Pareto dominance count of zero. SHAP and gain analysis identify the water-binder ratio, curing age, and superplasticiser content as the most influential factors. Statistical validation using paired t-tests and Wilcoxon signed-rank tests supports the method’s stability. Therefore, the method is suitable for the sustainable concrete mix design.

Discover Artificial Intelligence
West Bengal State University (IN), Manipal University Jaipur
Sustainable cities and communities
Openalex Percentile: Top 7%
Recycled Aggregate Concrete Performance
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