High-precision hybrid metaheuristic–machine learning framework with GUI implementation for predicting Marshall Stability and indirect tensile stiffness modulus in asphalt mixtures

作者
Mohammad Alharthai,Abdulaziz H. Alshehri,Ali H. AlAteah,Nasser Alanazi
出处
期刊:Reviews on Advanced Materials Science [De Gruyter]
卷期号:65 (1)
标识
DOI:10.1515/rams-2025-0262
摘要

Abstract Accurate prediction of asphalt mixture performance is essential for improving pavement durability and optimizing mix design efficiency. This study proposes a unified hybrid machine learning framework for the simultaneous prediction of Marshall Stability and Indirect Tensile Stiffness Modulus (ITSM) at 20 °C and 30 °C, enabling comprehensive thermo-mechanical characterization under intermediate service temperatures. Five advanced hybrid models, MOGB-RC, CatBoost-GA, LightGBM-HHO, ANN-DE, and ELM-WOA, were systematically developed and comparatively evaluated using cumulative error analysis, multi-metric statistical assessment, relative improvement comparison, and Taylor diagram validation. The results demonstrate that boosting-based hybrid models consistently outperform neural-based approaches in terms of absolute error reduction, squared-error control, bias stability, and generalization capability across temperature conditions. The MOGB-RC model achieved the highest predictive accuracy for Marshall Stability, reducing testing MAE to approximately 0.12 kN and RMSE to 0.15 kN, representing up to 44 % lower error compared to ANN-DE and nearly 85 % lower maximum deviation than ELM-WOA. For ITSM at 20 °C, boosting-based hybrid models (MOGB-RC and CatBoost-GA) maintained stable performance across the mid-to-high stiffness range, while ANN-DE exhibited nearly double the maximum error (∼470 MPa) compared to LightGBM-HHO (∼240 MPa), confirming superior robustness of ensemble-based approaches. At 30 °C, inter-model performance gaps narrowed; however, MOGB-RC preserved the lowest RMSE (∼50 MPa) and limited worst-case deviation to nearly 21 % of the mean stiffness value, whereas ELM-WOA reached nearly 30 %, highlighting significant differences in thermal generalization capability. Additionally, a dedicated graphical user interface (GUI) was developed to operationalize the optimized hybrid model, enabling rapid thermo-mechanical performance prediction and transforming the framework into a practical decision-support tool for intelligent asphalt mix design.

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