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Surface Displacement Induced by Double-Line Parallel Shield Tunneling in Unsaturated Clay
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Xuegang LI1, Xiaofei CHEN1, Xiaodong WEN1, Chaowei WANG2
Urban Rapid Rail Transit | 2025, 38(4) : 98 - 104
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Urban Rapid Rail Transit | 2025, 38(4): 98-104
• Civil Engineering Technology •
Surface Displacement Induced by Double-Line Parallel Shield Tunneling in Unsaturated Clay
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Xuegang LI1, Xiaofei CHEN1, Xiaodong WEN1, Chaowei WANG2
Affiliations
  • 1.China Railway Tunnel Co., Ltd., Zhengzhou 450003
  • 2.School of Civil Engineering, Henan University of Technology, Zhengzhou 450001
Published: 2025-08-10 doi: 10.3969/j.issn.1672-6073.2025.04.013
Outline
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To address the challenges of predicting the interaction effects of ground displacement and mitigating surface subsidence risks in double-line parallel shield tunneling, this study proposes a three-dimensional analytical method for displacement in unsaturated soil. Based on the initial solution for unsaturated soil under buried-depth loading, a three-dimensional analytical solution for ground displacement induced by double-line parallel shield tunneling is derived using the superposition principle, while comprehensively accounting for multiple influencing factors such as construction loads and soil loss. The validity and reliability of the proposed solution are verified through comparisons with real-world engineering cases. The results indicate that the longitudinal distance between tunnels and the transverse spacing of their axes significantly influence soil displacement: reducing the longitudinal spacing from 120 m to 0 m increases the peak total surface subsidence from 6.08 mm to 9.10 mm (a 50.0% increase); decreasing the transverse axis spacing from 1D to 9D reduces horizontal ground displacement by 49.2%; and lowering the depth-to-diameter ratio Z/D from 3 to 1 causes the peak subsidence to surge from 15.9 mm to 49.4 mm (a 210.7% increase), resulting in a deeper and narrower settlement trough. The study highlights that rational control of the longitudinal spacing of excavation faces, transverse axis spacing, and depth-to-diameter ratio is key to reducing surface subsidence risks during double-line parallel shield tunneling. The proposed analytical method offers a theoretical basis for optimizing construction parameters and mitigating subsidence risks.

subway  /  double-line parallel shield  /  initial solution  /  unsaturated soil  /  soil layer loss  /  surface displacement
李学刚, 陈晓飞, 温小东, 王超伟. 非饱和黏土中双线平行盾构施工引起的地表位移. 都市快轨交通, 2025 , 38 (4) : 98 -104 . DOI: 10.3969/j.issn.1672-6073.2025.04.013
Xuegang LI, Xiaofei CHEN, Xiaodong WEN, Chaowei WANG. Surface Displacement Induced by Double-Line Parallel Shield Tunneling in Unsaturated Clay[J]. Urban Rapid Rail Transit, 2025 , 38 (4) : 98 -104 . DOI: 10.3969/j.issn.1672-6073.2025.04.013
Year 2025 volume 38 Issue 4
74
16
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Article Info
doi: 10.3969/j.issn.1672-6073.2025.04.013
  • Receive Date:2024-12-10
  • Online Date:2026-10-19
  • Published:2025-08-10
Article Data
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History
  • Received:2024-12-10
  • Revised:2025-03-03
Funding
Affiliations
    1.China Railway Tunnel Co., Ltd., Zhengzhou 450003
    2.School of Civil Engineering, Henan University of Technology, Zhengzhou 450001
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Citations
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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