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Diffusion Mechanism of Backfill Grouting for Metro Tunnels During Operation Period
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Zhen HAN1, Xueda WEI2, 3, Tielin CHEN2, 3, Shunyu WANG2, 3
Urban Rapid Rail Transit | 2025, 38(3) : 100 - 107
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Urban Rapid Rail Transit | 2025, 38(3): 100-107
Civil Engineering Technology
Diffusion Mechanism of Backfill Grouting for Metro Tunnels During Operation Period
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Zhen HAN1, Xueda WEI2, 3, Tielin CHEN2, 3, Shunyu WANG2, 3
Affiliations
  • 1 Nanjing Metro Operation Co., Ltd. Nanjing 210012
  • 2 Key Laboratory for Urban Underground Engineering of Ministry of Education Beijing Jiaotong University Beijing 100044
  • 3 School of Civil Engineering Beijing Jiaotong University Beijing 100044
Published: 2025-06-01 doi: 10.3969/j.issn.1672-6073.2025.03.014
Outline
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To investigate the diffusion mechanism of backfill grouting slurry in metro tunnels under different working conditions during the operation period, a mathematical model of the diffusion process was derived based on the physical processes involved in grouting. A threedimensional numerical simulation program, developed using the finite element method (FEM) and the volume of fluid (VOF) method, was applied. Using an actual project during the operation period as a case study, the diffusion behavior of backfill grouting in metro tunnels under different soil conditions was simulated, and the rationality of the numerical simulation results was validated through laboratory model tests. The results indicate that in hard soils, the slurry predominantly fractures in a direction perpendicular to the lining structure, making it difficult to form a large closed reinforcement area behind the lining. In contrast, in soft soils, as the grouting pressure increases, the slurry gradually spreads along the interface between the tunnel and the soil. Upon completion of grouting, the slurry forms a uniformly distributed closed reinforcement along the tunnel wall. The consistency between the model test and numerical simulation trends confirms the reliability of the grouting diffusion mechanism behind the tunnel wall.

urban rail transit  /  metro tunnels  /  backfill grouting  /  diffusion mechanism  /  numerical simulation
Zhen HAN, Xueda WEI, Tielin CHEN, Shunyu WANG. Diffusion Mechanism of Backfill Grouting for Metro Tunnels During Operation Period[J]. Urban Rapid Rail Transit, 2025 , 38 (3) : 100 -107 . DOI: 10.3969/j.issn.1672-6073.2025.03.014
Year 2025 volume 38 Issue 3
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Article Info
doi: 10.3969/j.issn.1672-6073.2025.03.014
  • Receive Date:2024-07-15
  • Online Date:2025-07-09
  • Published:2025-06-01
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History
  • Received:2024-07-15
  • Revised:2024-11-23
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Affiliations
    1 Nanjing Metro Operation Co., Ltd. Nanjing 210012
    2 Key Laboratory for Urban Underground Engineering of Ministry of Education Beijing Jiaotong University Beijing 100044
    3 School of Civil Engineering Beijing Jiaotong University Beijing 100044
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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
species
占总种数比例
Percentage of
total species (%)

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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