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硅酸盐通报 ›› 2026, Vol. 45 ›› Issue (8): 2711-2723.DOI: 10.16552/j.cnki.issn1001-1625.2026.0140

• 水泥混凝土 • 上一篇    下一篇

基于机器学习的混凝土抗压强度预测:模型筛选与性能比较

田沈华(), 李北星(), 肖祥, 周骏康   

  1. 武汉理工大学硅酸盐科学与先进建材全国重点实验室,武汉 430070
  • 收稿日期:2026-02-05 修订日期:2026-03-17 出版日期:2026-08-15 发布日期:2026-09-01
  • 通信作者: 李北星,博士,教授。E-mail:libx0212@126.com
  • 作者简介:田沈华(2001—),男,硕士研究生。主要从事水泥混凝土方面的研究。E-mail:2569216103@qq.com
  • 基金资助:
    江西省交通运输厅科技项目(2024YB049);山西省基础研究计划联合资助项目(潞安)(202403011242010)

Machine Learning-Based Compressive Strength Prediction of Concrete: Model Screening and Performance Comparison

TIAN Shenhua(), LI Beixing(), XIAO Xiang, ZHOU Junkang   

  1. State Key Laboratory of Silicate Materials for Architectures,Wuhan University of Technology,Wuhan 430070,China
  • Received:2026-02-05 Revised:2026-03-17 Published:2026-08-15 Online:2026-09-01

摘要:

为构建精准的混凝土抗压强度预测模型并对比不同机器学习模型的预测效果,本研究基于1 030组包含水胶比、龄期、骨胶比等8项特征的数据,对17种经典机器学习算法进行模型训练,并从中筛选出6种精度较高的模型。进一步将这6种模型分别与贝叶斯优化(BO)、麻雀搜索算法(SSA)、模拟退火算法(SA)、正余弦优化算法(SCA)及粒子群优化算法(PSO)5种超参数优化算法相结合,优化得到30个融合模型。通过对优化后的模型进行筛选,选取精度较高的模型进行外部验证与沙普利加法解释(SHAP)可解释分析。结果表明:经SSA优化的最小二乘提升模型(LSBoost-SSA)、经BO优化的极端梯度提升模型(XGBoost-BO),以及经SSA优化的轻量级梯度提升树模型(LGBM-SSA)性能表现最佳;在外部验证中,XGBoost-BO表现最优,其强度预测误差可控制在5 MPa以内;SHAP分析显示,水胶比、龄期和水泥用量是影响混凝土抗压强度的关键因素。

关键词: 混凝土, 抗压强度, 机器学习, 超参数优化, 预测模型

Abstract:

To develop an accurate prediction model for concrete compressive strength and compare the prediction performance of different machine learning methods, this study trained 17 machine learning models using a dataset consisting of 1 030 samples, which included eight features such as water-to-binder ratio, age, and aggregate-to-binder ratio. Six models with higher accuracy were selected from these. Subsequently, each of these six models was combined with five hyperparameter optimization algorithms, namely Bayesian optimization (BO), sparrow search algorithm (SSA), simulated annealing (SA), sine cosine algorithm (SCA), and particle swarm optimization (PSO), resulting in 30 optimized hybrid models. The models with superior accuracy were further selected for external validation and SHapley Additive exPlanations (SHAP) interpretability analysis. The results show that the least squares boosting model optimized by SSA (LSBoost-SSA), the eXtreme Gradient Boosting model optimized by BO (XGBoost-BO), and the light gradient boosting machine model optimized by SSA (LGBM-SSA) exhibit the best performance; XGBoost-BO achieves the optimal performance in external validation, capable of controlling the prediction error of concrete strength within 5 MPa; SHAP analysis reveals that water-binder ratio, curing age, and cement content are the core factors influencing concrete compressive strength.

Key words: concrete, compressive strength, machine learning, hyperparameter optimization, prediction model

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