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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2025, Vol. 44 ›› Issue (9): 3178-3187.DOI: 10.16552/j.cnki.issn1001-1625.2025.0079

• Cement and Concrete • Previous Articles     Next Articles

Workability Prediction of Self-Compacting Concrete Based on CatBoost Optimization Algorithm

LIANG Qimin, WANG Zhe, MEI Yingjie, SUN Ao, LI Pengfei   

  1. College of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2025-01-17 Revised:2025-04-18 Online:2025-09-15 Published:2025-09-19

Abstract: Aiming at the problem that improper control of self-compacting concrete workability can easily lead to defects in concrete structure, this paper presents a method of predicting self-compacting concrete workability based on CatBoost optimization algorithm. First of all, a dataset consisting of 313 sets of data was established through experiment. Subsequently, a predictive model for self-compacting concrete workability was established based on the CatBoost algorithm, and the optimal model hyperparameters were determined using the Optuna automatic hyperparameter optimization framework. Finally, the input parameters of the model were analyzed. The results show that, compared with the dataset without the inclusion of paste test data, the dataset established in this study can effectively improve the prediction accuracy of self-compacting concrete workability. The paste test data exhibits strong correlation and importance in the prediction process. The developed model can accurately predict slump flow and V-shaped funnel time, indicating that the model has good generalization ability and can provide a reference for the design and application of self-compacting concrete.

Key words: self-compacting concrete, paste threshold theory, CatBoost algorithm, Optuna framework, sensitivity analysis, workability prediction

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