Multi-objective Optimization of Railway Transition Zones with Machine Learning: Application to Prefabricated Epoxy Asphalt Cured Track Bed

Transition zones in high-speed railways suffer from abrupt stiffness variations that induce irregular dynamic responses and accelerate infrastructure deterioration. This study presents a surrogate-assisted multi-objective optimization framework that combines finite element (FE) simulations, a neural network-based surrogate model, and the NSGA-II algorithm to address this challenge. A validated 3D FE model of prefabricated epoxy asphalt cured track beds (PEACT) was used to generate 341 layout scenarios covering 13 response parameters. These data were used to train a neural network, which served as a static surrogate predictor for evaluating layout performance during the optimization process. The results show that module layout has a limited effect on peak responses but significantly improves smoothness, with three categories of optimal configurations identified. Compared with direct FE-based optimization, the proposed framework achieves substantial computational efficiency and provides data-driven design guidance for PEACT transition zones. This framework exemplifies the potential of hybrid data–simulation approaches to enhance adaptive and efficient railway infrastructure design.

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Publication Details

Journal
Transportation Geotechnics
Published
2025-12-27
DOI
https://doi.org/10.1016/j.trgeo.2025.101879
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
0.00
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article

Multi-objective Optimization of Railway Transition Zones with Machine Learning: Application to Prefabricated Epoxy Asphalt Cured Track Bed

Yunhong Yu, Yulou Fan, Chenguang Shi, You Wu et al.
Transportation Geotechnics
Railway Engineering and Dynamics
article

Multi-objective Optimization of Railway Transition Zones with Machine Learning: Application to Prefabricated Epoxy Asphalt Cured Track Bed

Yunhong Yu, Yulou Fan, Chenguang Shi, You Wu, Jun Yang
article en

Abstract

Transition zones in high-speed railways suffer from abrupt stiffness variations that induce irregular dynamic responses and accelerate infrastructure deterioration. This study presents a surrogate-assisted multi-objective optimization framework that combines finite element (FE) simulations, a neural network-based surrogate model, and the NSGA-II algorithm to address this challenge. A validated 3D FE model of prefabricated epoxy asphalt cured track beds (PEACT) was used to generate 341 layout scenarios covering 13 response parameters. These data were used to train a neural network, which served as a static surrogate predictor for evaluating layout performance during the optimization process. The results show that module layout has a limited effect on peak responses but significantly improves smoothness, with three categories of optimal configurations identified. Compared with direct FE-based optimization, the proposed framework achieves substantial computational efficiency and provides data-driven design guidance for PEACT transition zones. This framework exemplifies the potential of hybrid data–simulation approaches to enhance adaptive and efficient railway infrastructure design.

Transportation GeotechnicsVol. 57
Chongqing Jiaotong University (CN), Southeast University (CN), Delft University of Technology (NL)
Industry, innovation and infrastructure
Openalex Percentile: Top 44%
Railway Engineering and Dynamics
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