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Shield-soil interaction model and numerical solution methodology considering active articulation system
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Li-fu XIE1, Zhen-chang GUAN1, Ming HUANG1, Hua-sheng QIU2, Chao XU3
Rock and Soil Mechanics | 2025, 46(11) : 3574 - 3584
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Rock and Soil Mechanics | 2025, 46(11): 3574-3584
Geotechnical Engineering
Shield-soil interaction model and numerical solution methodology considering active articulation system
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Li-fu XIE1, Zhen-chang GUAN1, Ming HUANG1, Hua-sheng QIU2, Chao XU3
Affiliations
  • 1.College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350116, China
  • 2.China Construction Fourth Engineering Division Co. Ltd., Guangzhou, Guangdong 510630, China
  • 3.CCCC Second Harbor Engineering Company Ltd., Wuhan, Hubei 430040, China
Published: 2025-11-14 doi: 10.16285/j.rsm.2024.1582
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The mechanism of shield-soil interaction has always been a significant issue in academia and industry. For the active articulated shield, the presence of the active articulation system has an inevitable impact on shield-soil interaction. Therefore, a shield-soil interaction model considering active articulation was proposed and numerically solved using the time-incremental method. The model was validated through a case study of the Binzhong interval in Fuzhou Metro Binhai Express. The influence of active articulation on shield heading, resultant moment of earth pressure on shield shell, and resultant propulsion moment was carefully studied. Key conclusions include: (1) The shield-soil interaction during continuous excavation is more accurately reflected by the model and its numerical solution method. (2) Increasing the pitch articulation angle significantly reduces shield heading. (3) With a smaller coefficient of subgrade reaction, the articulation angle is approximately linearly correlated with the resultant moment of earth pressure; this relationship transitions to nonlinearity as the coefficient increases. In upper-soft lower-hard strata, the resultant moment varies with pitch articulation direction and becomes more pronounced with larger articulation angles. (4) Within the small-angle attitude correction range, a certain articulation angle reduces the resultant propulsion moment, enabling efficient attitude control. These findings provide theoretical support for shield axis deviation calculation and shield attitude control strategy.

shield tunnel  /  shield attitude  /  active articulation  /  shield-strata interaction  /  incremental process
Li-fu XIE, Zhen-chang GUAN, Ming HUANG, Hua-sheng QIU, Chao XU. Shield-soil interaction model and numerical solution methodology considering active articulation system[J]. Rock and Soil Mechanics, 2025 , 46 (11) : 3574 -3584 . DOI: 10.16285/j.rsm.2024.1582
  • National Natural Science Foundation of China(52278399)
Year 2025 volume 46 Issue 11
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Article Info
doi: 10.16285/j.rsm.2024.1582
  • Receive Date:2024-12-23
  • Online Date:2026-03-27
  • Published:2025-11-14
Article Data
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History
  • Received:2024-12-23
  • Accepted:2025-04-03
Funding
National Natural Science Foundation of China(52278399)
Affiliations
    1.College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350116, China
    2.China Construction Fourth Engineering Division Co. Ltd., Guangzhou, Guangdong 510630, China
    3.CCCC Second Harbor Engineering Company Ltd., Wuhan, Hubei 430040, 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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