Research on the matching of tunnel-hoods of high-speed railway tunnels for different lengths at speeds of 400 km/h

The micro pressure wave (MPW) generated by high-speed train at the tunnel exit will produce a certain intensity effect due to the tunnel length ( L t ) raising, which will affect the lives of the residents in the vicinity and the safety of the buildings. In this study, a sliding grid method is utilized to research the MPW generated by a 400 km/h high-speed train through tunnels with different L t . Corresponding tunnel-hoods are tailored to these tunnels, and the computational methodology is validated through field tests. The results show that as the L t increases, the amplitude of the MPW increases first and then decreases, and the intensification rate reaches the maximum when L t is 12 km. The amplitude of the MPW measured 20 m away from the tunnel exit increases by 47.3% compared to the result of a 500 m tunnel; To mitigate MPW of long tunnels, this study proposes tailored tunnel-hood designs for different L t . When L t < 2 km, implementing a equal cross-section hat oblique open-hole tunnel-hood achieves a 67.5% mitigation in the amplitude of MPW; When 2 km < L t < 5 km, adopting an enlarged hat oblique open-hole tunnel-hood can reduce the amplitude of MPW by 70.7%. When L t > 8 km, a combined tunnel-hood with an equal cross-section open-hole and enlarged hat oblique open-hole tunnel-hood effectively mitigates MPW. When 8 km < L t < 12 km, a combined tunnel-hood with an optimized opening rate can be used to mitigate MPW. The results of the study not only provide a reference for the design of tunnel-hood, but also provide new strategies for mitigation of MPW in tunnels of different lengths.

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Publication Details

Journal
Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit
Published
2026-01-19
DOI
https://doi.org/10.1177/09544097251415076
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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article

Research on the matching of tunnel-hoods of high-speed railway tunnels for different lengths at speeds of 400 km/h

L Q Zhang, Tiantian Wang, Guoliang Li, Chong Hu et al.
Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit
Geotechnical Engineering and Underground Structures
article

Research on the matching of tunnel-hoods of high-speed railway tunnels for different lengths at speeds of 400 km/h

L Q Zhang, Tiantian Wang, Guoliang Li, Chong Hu, yibin lu, Zhe Li, Yu Wang, Yifeng Gong
article en

Abstract

The micro pressure wave (MPW) generated by high-speed train at the tunnel exit will produce a certain intensity effect due to the tunnel length ( L t ) raising, which will affect the lives of the residents in the vicinity and the safety of the buildings. In this study, a sliding grid method is utilized to research the MPW generated by a 400 km/h high-speed train through tunnels with different L t . Corresponding tunnel-hoods are tailored to these tunnels, and the computational methodology is validated through field tests. The results show that as the L t increases, the amplitude of the MPW increases first and then decreases, and the intensification rate reaches the maximum when L t is 12 km. The amplitude of the MPW measured 20 m away from the tunnel exit increases by 47.3% compared to the result of a 500 m tunnel; To mitigate MPW of long tunnels, this study proposes tailored tunnel-hood designs for different L t . When L t < 2 km, implementing a equal cross-section hat oblique open-hole tunnel-hood achieves a 67.5% mitigation in the amplitude of MPW; When 2 km < L t < 5 km, adopting an enlarged hat oblique open-hole tunnel-hood can reduce the amplitude of MPW by 70.7%. When L t > 8 km, a combined tunnel-hood with an equal cross-section open-hole and enlarged hat oblique open-hole tunnel-hood effectively mitigates MPW. When 8 km < L t < 12 km, a combined tunnel-hood with an optimized opening rate can be used to mitigate MPW. The results of the study not only provide a reference for the design of tunnel-hood, but also provide new strategies for mitigation of MPW in tunnels of different lengths.

Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit
Central South University (CN), Hunan University (CN), China Railway Fifth Survey and Design Institute Group (CN), China Railway First Survey and Design Institute Group Co. Ltd.
Sustainable cities and communities
Openalex Percentile: Top 83%
Geotechnical Engineering and Underground Structures
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