Study on Concrete Strength Prediction Model Based on Gradient Boosting Regressor
DOI: https://doi.org/10.62517/jes.202502308
Author(s)
Mingzhen Li
Affiliation(s)
China Nuclear Power Engineering Co., Ltd., Xudapu Project Department, Xingcheng, Liaoning, China
Abstract
Concrete strength is a core indicator for evaluating the quality of construction projects, and its accurate prediction holds great significance for engineering design and construction quality control. However, traditional prediction methods (e.g., empirical formulas and linear regression) struggle to accurately capture the nonlinear relationships between multiple influencing factors and concrete strength. This study proposes a concrete strength prediction model based on Gradient Boosting Regressor (GBR), systematically elaborating its mathematical principles and parameter design logic. Twelve key features—including cement dosage, fly ash content, water-binder ratio, and age—are utilized to construct the prediction model. Through training and validation on 131 sets of concrete mix proportion and strength data from an actual engineering project, the model demonstrates excellent predictive performance: its coefficient of determination (R²) reaches 0.9063, root mean squared error (RMSE) is 5.0697 MPa, and mean absolute error (MAE) is 4.0340 MPa. The results indicate that the established GBR model can effectively capture the nonlinear relationships between concrete components and strength, providing a scientific basis for concrete mix proportion design and a reference for similar nonlinear prediction problems.
Keywords
Concrete Strength Prediction; Machine Learning; Gradient Boosting Regressor; Mix Proportion Optimization
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