Research on concrete early shrinkage characteristics based on machine learning algorithms for multi-objective optimization

Wang, J. and Liu, H. and Sun, J. and Huang, B. and Wang, Y. and Zhao, H. and Saafi, M. and Wang, X. (2024) Research on concrete early shrinkage characteristics based on machine learning algorithms for multi-objective optimization. Journal of Building Engineering, 89: 109415. ISSN 2352-7102

Text (Manuscript without changes marked) - Accepted Version
Available under License Creative Commons Attribution.
Download (0B)

Text (Manuscript without changes marked)
Manuscript_without_changes_marked.pdf - Accepted Version
Available under License Creative Commons Attribution.
Download (2MB)

Abstract

Cracking phenomena in tunnel side wall structures (TSWS) increasingly jeopardize their longevity due to water leakage, reinforcement corrosion, and eventual collapse. The primary contributor, early-age shrinkage (EAS) induced by hydration reactions, significantly undermines structural stability and durability. The integration of expansion agents (EA) and fibers presents a low-cost, efficient strategy to counteract EAS-induced cracking. Despite its promise, limited research on the influencing factors constrains its broader application. This study delves into the impacts of EA content, the CaO–MgO ratio, and fiber reinforcement on flexural strength (FS), compressive strength (CS), and EAS, revealing a complex interplay where EA and CaO content detrimentally affect mechanical properties yet beneficially influence EAS. Results showed that EA and CaO content had negative effects on the mechanical properties, but had positive effect on EAS. Additionally, Random Forest (RF) was developed with hyperparameters refined via the firefly algorithm (FA) based on the experimental data. The validity of the built RF-FA models was verified by substantial correlation coefficients and low root-mean-square errors. Subsequently, a coFA-based firefly algorithm (MOFA) was proposed to optimize tri-objectives of mechanical properties, EAS, and cost simultaneously. The Pareto fronts were obtained effectively for the optimal mixture design. This study contributes to its practical implications, offering a scientifically grounded approach to enhancing TSWS concrete design for improved performance and durability.