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Impact Analysis of Close-Proximity Shield Underpassing beneath Existing Bridge Substructures
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Zhixiong LI1, Yongliu LI1, Wufeng MAO2, Jinyan XIANG3, Tingjin LIU3, Liangyi CAI3
Urban Rapid Rail Transit | 2025, 38(5) : 103 - 113
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Urban Rapid Rail Transit | 2025, 38(5): 103-113
• Civil Engineering Technology •
Impact Analysis of Close-Proximity Shield Underpassing beneath Existing Bridge Substructures
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Zhixiong LI1, Yongliu LI1, Wufeng MAO2, Jinyan XIANG3, Tingjin LIU3, Liangyi CAI3
Affiliations
  • 1.Guangzhou Metro Construction Management Co., Ltd., Guangzhou 510220
  • 2.Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou 510010
  • 3.School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641
Published: 2025-10-10 doi: 10.3969/j.issn.1672-6073.2025.05.013
Outline
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In order to evaluate the safety impact of shield tunneling under close range on existing bridge pile foundations, this article focuses on a practical project and studies the influence of shield tunneling on the deformation of the lower structure of the bridge, the disturbance degree of a single pile, and the bearing capacity of the pile foundation in the vicinity of the bridge pile foundation area, especially when operating within a range of 3.0 meters from the pile foundation and crossing directly below it. The study adopts a combination of on-site monitoring and numerical simulation to systematically analyze the response characteristics of pile foundations during shield tunneling construction, and evaluates their impact in different zones based on the degree of disturbance. The results show that: ① When the shield tunneling machine excavates in the moderately weathered limestone layer with a horizontal clearance of 0 m, the induced single pile stress disturbance is significant, and the impact level is “strong impact”; ② When tunneling in strongly weathered limestone layers, due to insufficient residual bearing capacity of the pile foundation, the impact level within a horizontal distance of 3.0 m and a vertical range of 1.0~3.0 m is classified as “strong impact”; ③ When the rock embedding depth of the pile foundation is 1.0, 2.0, and 4.0 meters, significant single pile stress disturbances occur, and the impact level is also “strong influence”. The research conclusion can provide theoretical basis and engineering reference for the safety assessment and construction risk control of the interaction between shield tunnels and bridge pile foundations in similar projects.

shield tunnel  /  bridge structure  /  underpassing construction  /  numerical modelling  /  impact zoning
李志雄, 李永骝, 毛武峰, 向锦艳, 刘庭金, 蔡良怡. 盾构近距离下穿施工对既有桥梁下部结构的影响. 都市快轨交通, 2025 , 38 (5) : 103 -113 . DOI: 10.3969/j.issn.1672-6073.2025.05.013
Zhixiong LI, Yongliu LI, Wufeng MAO, Jinyan XIANG, Tingjin LIU, Liangyi CAI. Impact Analysis of Close-Proximity Shield Underpassing beneath Existing Bridge Substructures[J]. Urban Rapid Rail Transit, 2025 , 38 (5) : 103 -113 . DOI: 10.3969/j.issn.1672-6073.2025.05.013
Year 2025 volume 38 Issue 5
89
14
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Article Info
doi: 10.3969/j.issn.1672-6073.2025.05.013
  • Receive Date:2024-12-02
  • Online Date:2026-10-19
  • Published:2025-10-10
Article Data
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History
  • Received:2024-12-02
  • Revised:2025-06-20
Funding
Affiliations
    1.Guangzhou Metro Construction Management Co., Ltd., Guangzhou 510220
    2.Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou 510010
    3.School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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