Open Access iconOpen Access

ARTICLE

Machine Learning Prediction of the Compressive Strength of Nano-Silica-Modified Hybrid Geopolymer Mortar

Soran Manguri1,2, Kasim Mermerdaş1, Briar Esmail3,4, Ahmed Manguri2,*

1 Civil Engineering Department, Engineering Faculty, Harran University, Şanlıurfa, Türkiye
2 Civil Engineering Department, College of Engineering, University of Raparin, Rania, Iraq
3 Department of Civil Engineering, Faculty of Engineering, Koya University, Koya, Iraq
4 ISISE, Department of Civil Engineering, University of Minho, Azurém, Guimarães, Portugal

* Corresponding Author: Ahmed Manguri. Email: email

Computer Modeling in Engineering & Sciences 2026, 147(3), 10 https://doi.org/10.32604/cmes.2026.083537

Abstract

Geopolymer materials are increasingly recognized as sustainable alternatives to conventional cementitious materials due to their lower environmental impact and promising engineering performance. Recent studies have demonstrated that incorporating nanomaterials can further enhance the properties of geopolymer systems. In particular, nano-silica has been reported to significantly improve the mechanical performance of geopolymer materials. However, accurate prediction of compressive strength remains challenging because of the complex nonlinear interactions among mix design parameters, activator chemistry, and curing conditions. This study develops a machine learning framework to predict the 28-day compressive strength of nanosilica-modified hybrid geopolymer mortar using a dataset of 73 mixes compiled from the literature. Five regression models, Linear Regression, Random Forest, CatBoost, Extreme Gradient Boosting, and Extra Trees Regressor, were benchmarked using 10-fold cross-validation and 100 repeated Monte Carlo simulations. The three best baseline-performing models, namely Extra Trees Regressor, CatBoost, and Random Forest, were then optimized using Bayesian hyperparameter tuning with the Optuna framework and Tree-structured Parzen Estimator sampler across 200 optimization trials. The optimized Extra Trees Regressor achieved the best performance, with R2 values of 0.906 and 0.844, RMSE values of 5.43 and 6.24 MPa under 10-fold cross-validation and Monte Carlo simulation, respectively. Feature-importance analysis showed that binder composition, including slag, fly ash, and metakaolin contents, was the dominant factor, contributing more than 50% of the model importance, followed by nano-silica dosage at approximately 15%. While NaOH molarity, alkaline activator content, and curing conditions exhibited comparatively lower influence, their contributions remained consistent with established geopolymerization mechanisms. In addition, the optimized model was deployed as an open-access web-based prediction tool to support practical strength estimation and mix-design decision-making.

Keywords

Geopolymer mortar; nano-silica; machine learning; modeling; mix design optimization

Cite This Article

APA Style
Manguri, S., Mermerdaş, K., Esmail, B., Manguri, A. (2026). Machine Learning Prediction of the Compressive Strength of Nano-Silica-Modified Hybrid Geopolymer Mortar. Computer Modeling in Engineering & Sciences, 147(3), 10. https://doi.org/10.32604/cmes.2026.083537
Vancouver Style
Manguri S, Mermerdaş K, Esmail B, Manguri A. Machine Learning Prediction of the Compressive Strength of Nano-Silica-Modified Hybrid Geopolymer Mortar. Comput Model Eng Sci. 2026;147(3):10. https://doi.org/10.32604/cmes.2026.083537
IEEE Style
S. Manguri, K. Mermerdaş, B. Esmail, and A. Manguri, “Machine Learning Prediction of the Compressive Strength of Nano-Silica-Modified Hybrid Geopolymer Mortar,” Comput. Model. Eng. Sci., vol. 147, no. 3, pp. 10, 2026. https://doi.org/10.32604/cmes.2026.083537



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.
  • 205

    View

  • 57

    Download

  • 0

    Like

Share Link