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Mechanical Characteristics of Tunnel Assembly Temporary Support Structure
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Xiong QIAO1, Wei-lin NI2, *, Shi-jing HU1, Xiao-long YANG1
Science Technology and Engineering | 2025, 25(4) : 1688 - 1700
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Science Technology and Engineering | 2025, 25(4): 1688-1700
Papers·Traffics and Transportations
Mechanical Characteristics of Tunnel Assembly Temporary Support Structure
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Xiong QIAO1, Wei-lin NI2, *, Shi-jing HU1, Xiao-long YANG1
Affiliations
  • 1 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
  • 2 China State Construction Bridge Corp., Ltd., Chongqing 402260, China
Published: 2025-02-08 doi: 10.12404/j.issn.1671-1815.2309717
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In response to the shortcomings in the construction of temporary support for tunnels, a assembly of temporary support was proposed, and the new structure was studied from the aspects of temporary support shape, assembly structure, and stress deformation. Taking the Shaojiatang Tunnel as the background, on-site monitoring data was collected and compared with traditional temporary support structures using finite element software. It can be concluded that excavation of the tunnel’s rear tunnel will have adverse effects on the deformation of the previous tunnel. Vertical temporary support has better control over the left and right arch waists, surface settlement, and total convergence deformation of the tunnel. Compared with traditional curved structures, it decreases by 16%, 20%, 55%, and 14%, respectively. Moreover, vertical temporary support can restore stability faster and shorten the dismantling distance. By using vertical temporary support, the initial support force of the tunnel is smaller and safer compared to the curved support, and the maximum vertical and lateral stresses are reduced by 58% and 73%, respectively. The mechanical characteristics of temporary support local structures were simulated using ABAQUS software. The results show that the forces and deformations of both prefabricated vertical and traditional temporary support structures can meet the requirements of the specifications. However, prefabricated temporary support structures have more advantages in construction efficiency and economic benefits, and choosing prefabricated temporary support is more suitable.

tunnel engineering  /  assembly structure  /  numerical simulation  /  temporary support  /  on-site monitoring
Xiong QIAO, Wei-lin NI, Shi-jing HU, Xiao-long YANG. Mechanical Characteristics of Tunnel Assembly Temporary Support Structure[J]. Science Technology and Engineering, 2025 , 25 (4) : 1688 -1700 . DOI: 10.12404/j.issn.1671-1815.2309717
Year 2025 volume 25 Issue 4
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Article Info
doi: 10.12404/j.issn.1671-1815.2309717
  • Receive Date:2023-12-09
  • Online Date:2025-07-29
  • Published:2025-02-08
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History
  • Received:2023-12-09
  • Revised:2024-11-18
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    1 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
    2 China State Construction Bridge Corp., Ltd., Chongqing 402260, China
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表12种不同金属材料的力学参数

Family
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Number of
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种数
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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