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ORIGINAL RESEARCH article

Front. Mater.

Sec. Structural Materials

Volume 12 - 2025 | doi: 10.3389/fmats.2025.1698248

This article is part of the Research TopicAdvancing Eco-Friendly Construction: The Role of Biomass and Waste IntegrationView all 11 articles

Prediction of compressive strength of high-performance concrete based on multiple machine learning models

Provisionally accepted
Kouchen  XiaoKouchen Xiao1*Hongjian  ZhangHongjian Zhang2Sijia  WeiSijia Wei2Chuanxin  ZhuChuanxin Zhu2Jingtong  HeJingtong He2Shuai  ZhuShuai Zhu2Xiaohan  YangXiaohan Yang2
  • 1Jinken College of Technology, Nanjing, China
  • 2Xinjiang University, Urumqi, China

The final, formatted version of the article will be published soon.

High-performance concrete (HPC) exhibits excellent comprehensive performance and is widely applied in tunnel engineering, large-span bridges, and special engineering projects. With the advancement of technology, HPC is moving towards green and sustainable development by incorporating industrial solid waste as a supplementary cementitious material. This study constructs machine learning models (individual and ensemble learners) to predict the compressive strength of HPC. The database employed in this study includes eight parameters (including cement, blast furnace slag, fly ash, water, superplasticizer, coarse aggregate, fine aggregate, age), with a total of 1030 data samples. This study evaluates the performance of the constructed models using the coefficient of determination (R2), mean absolute error (MAE), and root mean square error (RMSE), and validates the models using k-fold cross-validation (k=10). The results indicate that the Decision Tree (DT) model has the best predictive performance among individual learners, while the Harris Hawks Optimization-XGBoost (HHO-XGB) model has the best performance among ensemble learners. The ensemble learning further improves the predictive performance of individual learners: compared with the best individual learner (DT), R2 increases from 0.91 to 0.94 (Random Forest (RF)) and 0.95 (HHO-XGB); MAE decreases from 2.72 MPa to 2.69 MPa (RF) and 2.51 MPa (HHO-XGB); RMSE decreases from 5.01 MPa to 4.01 MPa (RF) and 3.57 MPa (HHO-XGB), respectively. In addition, the constructed models have been validated for robustness through k-fold cross-validation. The superior predictive accuracy of the HHO-XGB model can provide a more reliable basis for optimizing mix designs, thereby enhancing structural safety and reducing material cost overruns in critical applications like tunnel linings and marine structures.

Keywords: High-performance concrete, Compressive Strength, Individual learner, Ensemble learner, K-fold cross-validation

Received: 03 Sep 2025; Accepted: 15 Sep 2025.

Copyright: © 2025 Xiao, Zhang, Wei, Zhu, He, Zhu and Yang. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

* Correspondence: Kouchen Xiao, xiaokouchen_jkct@163.com

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