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Optimization Study on Temporary Support Removal Scheme for Super-Large-Span Metro Tunnel Constructed by Double-Layer Primary Arch Cover Method
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Hanfeng Song1, Xuexin Yin2, Xianqun He2, Longxiang Ma3, Wentao Shu3
Chinese Journal of Underground Space and Engineering | 2026, 22(2) : 673 - 684
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Chinese Journal of Underground Space and Engineering | 2026, 22(2): 673-684
Optimization Study on Temporary Support Removal Scheme for Super-Large-Span Metro Tunnel Constructed by Double-Layer Primary Arch Cover Method
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Hanfeng Song1, Xuexin Yin2, Xianqun He2, Longxiang Ma3, Wentao Shu3
Affiliations
  • 1.Guangzhou Metro Construction Management Co., Ltd., Guangzhou 510200, P. R. China
  • 2.China Railway No. 3 Engineering Group Guangdong Construction Engineering Co., Ltd., Guangzhou 510000, P. R. China
  • 3.Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education, Southwest Jiaotong University, Chengdu 610031, P. R. China
Published: 2026-04-20 doi: 10.20174/j.JUSE.2026.02.29
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At present, the construction of large-span and super-large-span subway tunnels is increasing. Temporary support is often designed to reduce the span in the construction of those tunnels. However, temporary support needs to be removed before secondary lining is constructed due to the spatial overlap between them. The removal of temporary support is the weak situation, because the original stress balance of the structure will be broken. Improper construction can easily cause safety accidents such as tunnel collapse. In view of the lack of systematic research on the structural mechanical response and safety of the super-large-span tunnel constructed by the double-layer initial support arch-cover method at home and abroad, this paper takes the four-line parallel tunnel of Huahua section of Guangzhou Metro Line 11 as the basis project. Through the combination of theoretical analysis and numerical calculation, the mechanical response and safety of the structure during the dismantling of the tunnel are analyzed from both horizontal and vertical aspects. Finally, a scientific, reasonable, safe, efficient and rapid dismantling scheme was determined, and successfully passed the inspection of on-site construction. The results show that it is feasible to dismantle the super-large-span tunnel in urban soft stratum by using the scheme of 'first edge and then middle, and symmetrical demolition in cross direction, first three demolition and one demolition, and then one demolition and one demolition in longitudinal direction', which can provide reference and guidance for subsequent projects.

super-large-span metro tunnel  /  removal of temporary support  /  double-layer primary arch cover method  /  alternate bay construction method  /  numerical simulation
Hanfeng Song, Xuexin Yin, Xianqun He, Longxiang Ma, Wentao Shu. Optimization Study on Temporary Support Removal Scheme for Super-Large-Span Metro Tunnel Constructed by Double-Layer Primary Arch Cover Method[J]. Chinese Journal of Underground Space and Engineering, 2026 , 22 (2) : 673 -684 . DOI: 10.20174/j.JUSE.2026.02.29
Year 2026 volume 22 Issue 2
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doi: 10.20174/j.JUSE.2026.02.29
  • Receive Date:2025-05-06
  • Online Date:2026-06-17
  • Published:2026-04-20
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  • Received:2025-05-06
Affiliations
    1.Guangzhou Metro Construction Management Co., Ltd., Guangzhou 510200, P. R. China
    2.China Railway No. 3 Engineering Group Guangdong Construction Engineering Co., Ltd., Guangzhou 510000, P. R. China
    3.Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education, Southwest Jiaotong University, Chengdu 610031, P. R. China
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表12种不同金属材料的力学参数

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Number of
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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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