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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2023, Vol. 17 Issue (7): 1011-1020   https://doi.org/10.1007/s11709-023-0956-z
  本期目录
Numerical and experimental analyses of methane leakage in shield tunnel
Jie HE1,2,3, Hehua ZHU1,2,3, Xiangyang WEI1,2,3, Rui JIN1,2,3, Yaji JIAO1,2,3, Mei YIN1,2,3,4()
1. College of Civil Engineering, Tongji University, Shanghai 200092, China
2. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
3. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
4. Department of Civil and Environmental Engineering, Brunel University, London UB8 3PH, UK
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Abstract

Tunnels constructed in gas-bearing strata are affected by the potential leakage of harmful gases, such as methane gas. Based on the basic principles of computational fluid dynamics, a numerical analysis was performed to simulate the ventilation and diffusion of harmful gases in a shield tunnel, and the effect of ventilation airflow speed on the diffusion of harmful gases was evaluated. As the airflow speed increased from 1.8 to 5.4 m/s, the methane emission was diluted, and the methane accumulation was only observed in the area near the methane leakage channels. The influence of increased ventilation airflow velocity was dominant for the ventilation modes with two and four fans. In addition, laboratory tests on methane leakage through segment joints were performed. The results show that the leakage process can be divided into “rapid leakage” and “slight leakage”, depending on the leakage pressure and the state of joint deformation. Based on the numerical and experimental analysis results, a relationship between the safety level and the joint deformation is established, which can be used as guidelines for maintaining utility tunnels.

Key wordsshield tunnel    harmful gas leakage    numerical analysis    laboratory test
收稿日期: 2022-06-29      出版日期: 2023-09-20
Corresponding Author(s): Mei YIN   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2023, 17(7): 1011-1020.
Jie HE, Hehua ZHU, Xiangyang WEI, Rui JIN, Yaji JIAO, Mei YIN. Numerical and experimental analyses of methane leakage in shield tunnel. Front. Struct. Civ. Eng., 2023, 17(7): 1011-1020.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-023-0956-z
https://academic.hep.com.cn/fsce/CN/Y2023/V17/I7/1011
Fig.1  
Fig.2  
Fig.3  
itemσ (μm)DRT (K)μ (Pa·s)Rg (J?kg–1?K–1)
segment joints0.3010.54293.151.81 × 10?5286.7
Tab.1  
Fig.4  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
safety levelmethane concentration (v/v)remark
1< 0.25%The environment is suitable for onsite work and safe for the operation of electrical utilities.
20.25%–0.5%Onsite workers should adopt protective measures, and the operation of electric utilities is still safe.
30.5%–1%Onsite workers should adopt protective measures, but there are risks to the operation of electrical utilities.
41%–2%The methane concentration-monitoring alarm will be triggered.
5> 2%There are risks of explosion.
Tab.2  
Fig.9  
Fig.10  
test setjoint opening (mm)joint dislocation (mm)
test 24, 6, 8, 10, 13, 150, 10
Tab.3  
Fig.11  
safety levelmethane concentration (v/v)joint openingjoint dislocation
1< 0.25%A ≤ 18 mm0 mm ≤ S < 8 mm
20.25%–0.5%18 < A ≤ 24 mm8 mm ≤ S < 12 mm
30.5%–1%24 < A ≤ 30 mm12 mm ≤ S < 16 mm
41%–2%30 < A ≤ 36 mm16 mm ≤ S < 24 mm
5> 2%A > 36 mmS ≥ 24 mm
Tab.4  
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