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Finite Element Analysis of the Influencing Factors on the Floating of Shield Tunnel Segments in Soft Soil Strata
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Baocheng ZHANG1, Wenzhe HE1, Wei GUAN2, Zhibin LUO3, Mingli HUANG4, Xiaoyu WU4
Urban Rapid Rail Transit | 2024, 37(6) : 63 - 70
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Urban Rapid Rail Transit | 2024, 37(6): 63-70
Academic Discussion
Finite Element Analysis of the Influencing Factors on the Floating of Shield Tunnel Segments in Soft Soil Strata
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Baocheng ZHANG1, Wenzhe HE1, Wei GUAN2, Zhibin LUO3, Mingli HUANG4, Xiaoyu WU4
Affiliations
  • 1 Jilin Transportation Vocational and Technical College Changchun 130015
  • 2 China Railway 18th Bureau Group Co., Ltd. Tianjin 300222
  • 3 China Railway 18th Bureau Group Fourth Engineering Co., Ltd. Tianjin 300131
  • 4 Beijing Jiaotong University Beijing 100044
doi: 10.3969/j.issn.1672-6073.2024.06.009
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This study examines the impact of shield tunneling excavation speed and slurry solidification time on the buoyancy of tunnel segments, focusing on the section between Tongyuan Road Station and Xinggang Street Station on Suzhou Metro Line 5. A threedimensional finite element model of shield tunnel segments was developed using Winkler elastic foundation beams, considering the dynamic and static buoyancy effects generated by synchronous and secondary grouting on the pipe segments. The analysis assessed how excavation speed and grouting solidification time influence the uplift and misalignment of the segments. Results showed that both uplift and misalignment increased with higher tunneling speeds. The upward floating problem mainly occurs at the bottom of the pipe segment in the nonsolidified section of the slurry, whereas the misalignment mainly occurs at the junction between the nonsolidified section and the shield tail section, as well as between the nonsolidified section and the solidified section of the slurry. To avoid floating and misalignment of the pipe segments from exceeding the specification requirements, the excavation speed of the shield machine should not exceed 10 rings per day. Furthermore, it was observed that as the solidification time of the slurry increased, the amount of floating and misalignment of the tunnel segments gradually increased. Therefore, the use of a fastsetting and early strength dual liquid slurry is beneficial for controlling the floating of shield tunnels.

urban rail transit  /  soft soil strata  /  shield tunneling  /  floating pipe segments  /  excavation speed  /  setting time  /  numerical analysis
Baocheng ZHANG, Wenzhe HE, Wei GUAN, Zhibin LUO, Mingli HUANG, Xiaoyu WU. Finite Element Analysis of the Influencing Factors on the Floating of Shield Tunnel Segments in Soft Soil Strata[J]. Urban Rapid Rail Transit, 2024 , 37 (6) : 63 -70 . DOI: 10.3969/j.issn.1672-6073.2024.06.009
Year 2024 volume 37 Issue 6
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Article Info
doi: 10.3969/j.issn.1672-6073.2024.06.009
  • Receive Date:2024-01-10
  • Online Date:2025-07-09
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History
  • Received:2024-01-10
  • Revised:2024-05-06
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Affiliations
    1 Jilin Transportation Vocational and Technical College Changchun 130015
    2 China Railway 18th Bureau Group Co., Ltd. Tianjin 300222
    3 China Railway 18th Bureau Group Fourth Engineering Co., Ltd. Tianjin 300131
    4 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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