Open Access iconOpen Access

ARTICLE

Machine Learning for Compressive Strength Prediction of 3D-Printed Concrete: Feature Engineering, Statistically Validated Model Selection, and Applicability Boundaries

Jia Chen1, Zhicheng Liao1, Mengdi Hou2, Jianbo Huang1,3,*

1 School of Computer Applications, Guilin University of Technology, Guilin, China
2 Guangxi Key Laboratory of Machine Vision and Intelligent Control, Wuzhou University, Wuzhou, China
3 Centrale Méditerranée, Technopôle de Château-Gombert, 38 rue Frédéric Joliot-Curie, Marseille, France

* Corresponding Author: Jianbo Huang. Email: email

(This article belongs to the Special Issue: Frontiers in Computational Modeling and Simulation of Concrete)

Computer Modeling in Engineering & Sciences 2026, 148(2), 12 https://doi.org/10.32604/cmes.2026.085729

Abstract

Extrusion-based 3D-printed concrete (3DPC) imposes a dual constraint on mix design: fresh-state printability and hardened compressive strength must both be maintained within a narrow water-to-binder window, making data-driven prediction tools essential for reducing experimental iteration. This study evaluates 20 regression algorithms on 254 experimental records spanning plain printable mortars to high-fibre reinforced composites (CS: 11.1–189.0 MPa). Four physically motivated composite variables encoding cement blend potency, cumulative supplementary cementitious material (SCM) substitution, fibre volumetric stiffness, and water-to-sand ratio are constructed; Boruta-based selection retains 11 of 17 candidate features. CatBoost achieves the highest 30-run mean performance (R2=0.8968±0.0505; single-run metrics on the seed-42 partition: RMSE = 8.82 MPa, MAPE = 9.68%) under frequentist Bonferroni correction (α=0.0026) and Bayesian Savage-Dickey comparison; XGBoost is the only alternative not statistically separated from CatBoost after correction (p=0.085; BF10=9.23 indicates only moderate evidence for a small advantage). Multi-method interpretability analysis identifies the water-to-binder ratio as the dominant predictor with an ALE effect range of 57.57 MPa; local interpretable model-agnostic explanations reveal a sign reversal of this effect across the strength spectrum, capturing the printability–strength coupling specific to layer-by-layer deposition. For practical mix design, W/B 0.28 consistently projects CS above 80 MPa within the compiled dataset; the 95% prediction interval half-width of 12 MPa is recommended as a design safety margin. Trained model is well-calibrated for OPC/SAC-based 3DPC within the compiled W/B window (0.15–0.65), achieving MAPE 9.68%. Cross-system transfer to 262 ECC/SHCC specimens yields a 12.0 MPa systematic overestimation attributable to material-system differences rather than model overfitting, delineating the applicability boundary for deployment. A graphical user interface implementing the optimized model is released to support mix design without programming expertise. Source codes are publicly available at https://github.com/lucassivan/ML-3DPC.

Keywords

3D-printed concrete; machine learning; compressive strength prediction; feature engineering; uncertainty quantification; external validation; interpretability

Cite This Article

APA Style
Chen, J., Liao, Z., Hou, M., Huang, J. (2026). Machine Learning for Compressive Strength Prediction of 3D-Printed Concrete: Feature Engineering, Statistically Validated Model Selection, and Applicability Boundaries. Computer Modeling in Engineering & Sciences, 148(2), 12. https://doi.org/10.32604/cmes.2026.085729
Vancouver Style
Chen J, Liao Z, Hou M, Huang J. Machine Learning for Compressive Strength Prediction of 3D-Printed Concrete: Feature Engineering, Statistically Validated Model Selection, and Applicability Boundaries. Comput Model Eng Sci. 2026;148(2):12. https://doi.org/10.32604/cmes.2026.085729
IEEE Style
J. Chen, Z. Liao, M. Hou, and J. Huang, “Machine Learning for Compressive Strength Prediction of 3D-Printed Concrete: Feature Engineering, Statistically Validated Model Selection, and Applicability Boundaries,” Comput. Model. Eng. Sci., vol. 148, no. 2, pp. 12, 2026. https://doi.org/10.32604/cmes.2026.085729



cc Copyright © 2026 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
  • 219

    View

  • 51

    Download

  • 0

    Like

Share Link