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Research and Application of Tunnel Deformation Correction Based on Radial Cement-Soil Piles
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Chen WANG, Haihe MAO, Zongyang CAI, Ge ZHANG
Urban Rapid Rail Transit | 2026, 39(2) : 81 - 88
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Urban Rapid Rail Transit | 2026, 39(2): 81-88
• Civil Engineering Technology •
Research and Application of Tunnel Deformation Correction Based on Radial Cement-Soil Piles
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Chen WANG, Haihe MAO, Zongyang CAI, Ge ZHANG
Affiliations
  • Beijing Urban Construction Design & Development Group Co., Ltd., Beijing 100037
doi: 10.3969/j.issn.1672-6073.2026.02.010
Outline
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To address the challenge of managing excessive deformation defects in operational shield tunnels in China, a comprehensive tunnel deformation correction technology system centered on the Radial Cement-Soil Pile Method for Correcting Excessive Tunnel Deformation has been developed. This system actively constructs a spatial network reinforcement body composed of horizontal, vertical, and inclined cement-soil piles in the soil outside the tunnel. It formulates an optimized construction sequence of "first constructing horizontal piles to restrict convergence, then constructing vertical piles to lift settlements, and finally constructing inclined piles to coordinate deformation" and adopts refined strategies such as graded pressure control to accurately apply correction forces. Meanwhile, based on the principle of minimum potential energy, a semi-empirical formula for predicting the single-ring lifting and convergence correction values has been derived, thereby forming a complete set of technical measures. This technology system has been applied and verified in a metro tunnel section in Northeast China. The results show that the Radial Cement-Soil Pile Method for Correcting Excessive Tunnel Deformation can synergistically correct settlement and convergence issues, effectively stabilize the post-construction settlement rate, and significantly improve leakage defects. The research results provide an innovative technical solution for the treatment of defects in operational shield tunnels and have reference value for similar engineering projects.

shield tunnel  /  excessive deformation defects  /  the radial cement-soil pile method for correcting excessive tunnel deformation  /  deformation correction  /  leakage disease
王臣, 毛海和, 蔡宗洋, 张戈. 基于径向水泥土桩的隧道变形矫正研究与应用. 都市快轨交通, 2026 , 39 (2) : 81 -88 . DOI: 10.3969/j.issn.1672-6073.2026.02.010
Chen WANG, Haihe MAO, Zongyang CAI, Ge ZHANG. Research and Application of Tunnel Deformation Correction Based on Radial Cement-Soil Piles[J]. Urban Rapid Rail Transit, 2026 , 39 (2) : 81 -88 . DOI: 10.3969/j.issn.1672-6073.2026.02.010
Year 2026 volume 39 Issue 2
127
28
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doi: 10.3969/j.issn.1672-6073.2026.02.010
  • Receive Date:2025-10-11
  • Online Date:2026-09-20
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  • Received:2025-10-11
  • Revised:2025-12-21
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    Beijing Urban Construction Design & Development Group Co., Ltd., Beijing 100037
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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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