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Impact of Straddle-Type Viaduct Construction on Existing Metro Tunnels
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Chuan LI1, Ningning LI2, Jin YAN2, Tongtong WANG3, Jiancheng SUN4, Kerui ZHU5, Xuxu YANG6
Urban Rapid Rail Transit | 2026, 39(2) : 89 - 96
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Urban Rapid Rail Transit | 2026, 39(2): 89-96
• Civil Engineering Technology •
Impact of Straddle-Type Viaduct Construction on Existing Metro Tunnels
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Chuan LI1, Ningning LI2, Jin YAN2, Tongtong WANG3, Jiancheng SUN4, Kerui ZHU5, Xuxu YANG6
Affiliations
  • 1.Qingdao Urban Renewal Development Co., Ltd., Qingdao, Shandong 266035
  • 2.Beijing Urban Construction Design and Development Group Co., Ltd., Qingdao, Shandong 266100
  • 3.Qingdao Geology and Geotechnical Engineering Co., Ltd., Qingdao, Shandong 266101
  • 4.Qingdao Zhongfang Architectural Design Institute Co., Ltd., Qingdao, Shandong 266000
  • 5.Qingdao Metro Planning and Design Institute Co., Ltd., Qingdao, Shandong 266309
  • 6.Shandong University of Science and Technology, Qingdao, Shandong 266590
doi: 10.3969/j.issn.1672-6073.2026.02.011
Outline
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To investigate the dynamic impact of straddle-type viaduct construction on existing metro tunnels, this study takes the Wangsheren Station to Wangsheren North Station section of Jinan Metro Line 6 as the engineering background. Field tests and numerical simulations were conducted to systematically analyze the deformation patterns of tunnels under the multi-stage coupled effects of "pile foundation excavation, foundation pit unloading, and bridge superstructure loading." The findings reveal that: (1) Foundation pit excavation induces significant tunnel uplift (maximum 4.62 mm), accompanied by horizontal contraction (maximum 1.74 mm) and vertical expansion (maximum 3.25 mm). After bridge loading, the tunnel subsides, with horizontal expansion and vertical convergence observed. (2) The clearance between the tunnel and foundation pit significantly influences uplift deformation: as the clearance increases from 6.7 m to 20 m, the uplift decreases from 5.74 mm to 0.90 mm (approaching zero at ≥15 m), while subsidence remains stable at approximately 5.2 mm. A clearance of ≥12 m is recommended for risk mitigation. (3) Stratigraphic characteristics dominate deformation responses: silty clay layers exhibit greater uplift during excavation (+1.2 mm), whereas gravelly sand layers experience more pronounced subsidence during bridge operation (–1.5 mm). Deformations in moderately and slightly weathered rock strata are negligible. (4) Interval construction of multiple pile caps reduces subsequent excavation-induced uplift (with a 12% reduction for the second pile cap), supporting a "alternate excavation" construction strategy. Innovatively, this study proposes a deformation prediction model based on stratigraphic heterogeneity, which overcomes the limitations of traditional homogeneous assumptions and provides a theoretical foundation for optimizing the design and risk assessment of straddle-type viaduct projects.

urban rail transit  /  straddle-type viaduct  /  existing metro tunnel  /  field test  /  numerical simulation
李川, 李宁宁, 闫瑾, 王彤彤, 孙建成, 朱可睿, 杨旭旭. 骑跨式高架桥施工对既有地铁隧道的影响. 都市快轨交通, 2026 , 39 (2) : 89 -96 . DOI: 10.3969/j.issn.1672-6073.2026.02.011
Chuan LI, Ningning LI, Jin YAN, Tongtong WANG, Jiancheng SUN, Kerui ZHU, Xuxu YANG. Impact of Straddle-Type Viaduct Construction on Existing Metro Tunnels[J]. Urban Rapid Rail Transit, 2026 , 39 (2) : 89 -96 . DOI: 10.3969/j.issn.1672-6073.2026.02.011
Year 2026 volume 39 Issue 2
147
30
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Article Info
doi: 10.3969/j.issn.1672-6073.2026.02.011
  • Receive Date:2025-01-16
  • Online Date:2026-09-20
Article Data
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History
  • Received:2025-01-16
  • Revised:2025-10-09
Funding
Affiliations
    1.Qingdao Urban Renewal Development Co., Ltd., Qingdao, Shandong 266035
    2.Beijing Urban Construction Design and Development Group Co., Ltd., Qingdao, Shandong 266100
    3.Qingdao Geology and Geotechnical Engineering Co., Ltd., Qingdao, Shandong 266101
    4.Qingdao Zhongfang Architectural Design Institute Co., Ltd., Qingdao, Shandong 266000
    5.Qingdao Metro Planning and Design Institute Co., Ltd., Qingdao, Shandong 266309
    6.Shandong University of Science and Technology, Qingdao, Shandong 266590
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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
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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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