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Study on the Evolution Law of the Displacement Field during Excavation of Super-Long Connection Passage under Freezing Conditions
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Junhao Chen1, 2, Zebiao You1, 2, Jianlin Wang1, 2, Yuhan Li1, 2
Chinese Journal of Underground Space and Engineering | 2026, 22(2) : 664 - 672
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Chinese Journal of Underground Space and Engineering | 2026, 22(2): 664-672
Study on the Evolution Law of the Displacement Field during Excavation of Super-Long Connection Passage under Freezing Conditions
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Junhao Chen1, 2, Zebiao You1, 2, Jianlin Wang1, 2, Yuhan Li1, 2
Affiliations
  • 1.Key Laboratory of Underground Engineering of Fujian Provincial Universities, Fuzhou 350108, P. R. China
  • 2.School of Civil Engineering, Fujian University of Technology, Fuzhou 350108, P. R. China
Published: 2026-04-20 doi: 10.20174/j.JUSE.2026.02.28
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The artificial ground freezing method is widely used in underground engineering due to its environmental friendliness, safety, and reliability. This study is conducted based on the connection passage of a section of the Fuzhou metro. Field measurement data and numerical simulation are used to investigate the coupled evolution of temperature and displacement fields of the frozen curtain during the freezing-excavation process. The study results indicate that: A staggered freezing method on both sides was chosen to reduce the strong frost heave impact caused by large-volume freezing. Upon completion of freezing, the surface displacements on the left and right sides were 64.51 mm and 76.72 mm, respectively. Upon completion of the freezing process, the surface displacements on the left and right sides were 64.12 mm and 73.84 mm, respectively. During the excavation, the maximum convergence displacement of the frozen curtain was 1.52 mm, and the maximum displacement convergence rate was 0.082 mm/d, both well below control values. Under varying support timing conditions, deformation and displacement of the frozen curtain increased with extended support timing. The average vertical displacement change at each monitoring point is less than 0.03 mm/d. Increasing the excavation step length from 1.5 m to 2.5 m resulted in the frozen curtain's bottom heave and top settlement increasing by 1.16 times and 5.56 times, respectively. Vertical displacement changes were greater when the excavation step length was between 1.5 m and 2.0 m compared to when it was between 2.0 m and 2.5 m. These findings can be a reference for future freezing-excavation projects of ultra-long subway connecting passages.

artificial ground freezing method  /  displacement field  /  freeze-excavation  /  frozen curtain  /  super-long connection passage
Junhao Chen, Zebiao You, Jianlin Wang, Yuhan Li. Study on the Evolution Law of the Displacement Field during Excavation of Super-Long Connection Passage under Freezing Conditions[J]. Chinese Journal of Underground Space and Engineering, 2026 , 22 (2) : 664 -672 . DOI: 10.20174/j.JUSE.2026.02.28
Year 2026 volume 22 Issue 2
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doi: 10.20174/j.JUSE.2026.02.28
  • Receive Date:2025-06-15
  • Online Date:2026-06-17
  • Published:2026-04-20
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  • Received:2025-06-15
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    1.Key Laboratory of Underground Engineering of Fujian Provincial Universities, Fuzhou 350108, P. R. China
    2.School of Civil Engineering, Fujian University of Technology, Fuzhou 350108, P. R. China
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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
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占总种数比例
Percentage of
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种数
Number of
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Percentage of total
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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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