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Settlement Laws of Guiyang Metro Shield Tunnel Passing through High-speed Railway
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Chao YANG1, Yuan-ming LIU1, *, Kai LIU2, Mao-liang TIAN1, Jia-jun CHENG1, Zhong-xing WANG1
Science Technology and Engineering | 2025, 25(5) : 2100 - 2110
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Science Technology and Engineering | 2025, 25(5): 2100-2110
Papers·Traffics and Transportations
Settlement Laws of Guiyang Metro Shield Tunnel Passing through High-speed Railway
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Chao YANG1, Yuan-ming LIU1, *, Kai LIU2, Mao-liang TIAN1, Jia-jun CHENG1, Zhong-xing WANG1
Affiliations
  • 1 College of Civil Engineering, Guizhou University, Guiyang 550025, China
  • 2 China Railway Development & Investment Group Co., Ltd., Kunming 650000, China
Published: 2025-02-18 doi: 10.12404/j.issn.1671-1815.2308729
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The construction of the shield tunnel for the high-speed railway will impact the settlement of railway tracks, roadbeds, and other structures, potentially affecting the railway’s operation. In order to study the influence of shield tunnel underneath the high-speed railroad in Guiyang area on the settlement pattern of frame box culvert, roadbed and high-speed railway track and the shield construction parameters suitable for Guiyang area, relying on Guiyang Rail Transit Line 3, the model of soil layer-frame culvert-roadbed-track was established to analyze the settlement law of shield construction in limestone on frame culvert, existing high-speed railroad track and roadbed, and to optimize the parameters of shield construction. The results indicate that the settlement of the frame culvert exhibits a “W” shaped transverse and longitudinal settlement pattern, with a peak settlement value of 1.805 mm during the tunneling process. The shield machine’s crossing causes a sudden change in subgrade settlement, with the peak value reaching 1.753 mm. High-speed rail track settlement shows a single peak with excavation, with a peak value of 1.41 mm. Analysis of eight types of shield tunneling pressure and grouting pressure reveals that grouting pressure has a better control effect on settlement than excavation pressure. Increasing grouting pressure leads to a decrease in the peak value of subgrade surface settlement, with the peak value reaching 1.355 mm at 800 kPa grouting pressure. The maximum deformation rate is 20.7%, with grouting pressure set at 800 kPa and tunneling pressure at 100 kPa for the shield machine.

shield tunnel  /  settlement  /  frame bridge culvert  /  railroad track  /  roadbed  /  shield parameters
Chao YANG, Yuan-ming LIU, Kai LIU, Mao-liang TIAN, Jia-jun CHENG, Zhong-xing WANG. Settlement Laws of Guiyang Metro Shield Tunnel Passing through High-speed Railway[J]. Science Technology and Engineering, 2025 , 25 (5) : 2100 -2110 . DOI: 10.12404/j.issn.1671-1815.2308729
Year 2025 volume 25 Issue 5
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Article Info
doi: 10.12404/j.issn.1671-1815.2308729
  • Receive Date:2023-11-07
  • Online Date:2025-07-29
  • Published:2025-02-18
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  • Received:2023-11-07
  • Revised:2024-07-04
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    1 College of Civil Engineering, Guizhou University, Guiyang 550025, China
    2 China Railway Development & Investment Group Co., Ltd., Kunming 650000, 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
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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