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Safety Analysis of a Shield Tunnel Segment with a Cavity behind Lining, Considering the Influence of the Joints
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Yufeng SHI1, 2, Menghao HU1, Yuhang ZHOU1, 2, Zhanjun HUANG3, Daxin GENG1, Dajun GU4
Urban Rapid Rail Transit | 2024, 37(2) : 106 - 115
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Urban Rapid Rail Transit | 2024, 37(2): 106-115
Civil Engineering Technology
Safety Analysis of a Shield Tunnel Segment with a Cavity behind Lining, Considering the Influence of the Joints
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Yufeng SHI1, 2, Menghao HU1, Yuhang ZHOU1, 2, Zhanjun HUANG3, Daxin GENG1, Dajun GU4
Affiliations
  • 1 School of Civil Engineering and Construction East China Jiaotong University Nanchang 330013
  • 2 Jiangxi Architectural Design Institute Co., Ltd. Nanchang 330013
  • 3 Nanchang Rail Transit Co., Ltd. Nanchang 330199
  • 4 China Railway Nanchang Group Co., Ltd. Nanchang 330009
doi: 10.3969/j.issn.1672-6073.2024.02.016
Outline
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To explore the influence of a cavity on a shield tunnel, a refined numerical model of a shield tunnel, considering ring and longitudinal joints, is established. The variation law of the internal force, deformation, and section safety factor of the segment are investigated under various conditions, such as the depth, area, and location of the cavity. Additionally, the influence of different assembly points of the segment on a tunnel with a cavity behind it is discussed. The results indicate that the order of the adverse effects of cavities at different positions behind the tunnel on structural safety is tunnel waist > tunnel bottom > tunnel top. When the cavity area is 5.0 m², with an increase in the cavity depth, the bending moment and safety factor of the tunnel section at the center of the tunnel top or bottom cavity first decrease and then increase in the opposite direction, and the ellipticity of the segment first decreases to 0 and then increases in the opposite direction. The bending moment is reversed when the cavity depth was 0.3 m or 0.2 m. The safety factor of the section at the center of the left tunnel waist cavity decreases continuously, and the ellipticity of the duct piece and the bending moment increase significantly. When the cavity depth is 0.5 m, the bending moment of the tunnel section at the center of the cavity at the top or bottom of the tunnel is reversed when the cavity area is 3.75 m². The existence of circumferential joints within the cavity reduces the internal force of the tunnel section at the center of the cavity and improves its safety factor. However, its maximum joint opening is 2.03.5 times that of a cavity without a joint. The results provide a reference for the safety evaluation of the cavity behind the lining of a shield tunnel and the selection of assembly points.

rail transit  /  shield tunnel  /  cavity  /  numerical simulation  /  safety coefficient  /  internal force
Yufeng SHI, Menghao HU, Yuhang ZHOU, Zhanjun HUANG, Daxin GENG, Dajun GU. Safety Analysis of a Shield Tunnel Segment with a Cavity behind Lining, Considering the Influence of the Joints[J]. Urban Rapid Rail Transit, 2024 , 37 (2) : 106 -115 . DOI: 10.3969/j.issn.1672-6073.2024.02.016
Year 2024 volume 37 Issue 2
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Article Info
doi: 10.3969/j.issn.1672-6073.2024.02.016
  • Receive Date:2023-07-16
  • Online Date:2025-07-09
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  • Received:2023-07-16
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Affiliations
    1 School of Civil Engineering and Construction East China Jiaotong University Nanchang 330013
    2 Jiangxi Architectural Design Institute Co., Ltd. Nanchang 330013
    3 Nanchang Rail Transit Co., Ltd. Nanchang 330199
    4 China Railway Nanchang Group Co., Ltd. Nanchang 330009
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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