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Study on Large Eccentric Compression Performance of Double-Row Stud Composite Structure of Tunnel Support
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Zhihao Miao1, Yuefei Yang2, Junfu Lu1, Xuhua Zhang2
Chinese Journal of Underground Space and Engineering | 2026, 22(2) : 603 - 610
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Chinese Journal of Underground Space and Engineering | 2026, 22(2): 603-610
Study on Large Eccentric Compression Performance of Double-Row Stud Composite Structure of Tunnel Support
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Zhihao Miao1, Yuefei Yang2, Junfu Lu1, Xuhua Zhang2
Affiliations
  • 1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, P. R. China
  • 2.The China Railway No. 9 Group Fifth Engineering Co., Ltd, Chengdu 611700, P. R. China
Published: 2026-04-20 doi: 10.20174/j.JUSE.2026.02.22
Outline
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Aiming at the problem of insufficient bearing capacity of tunnel primary support system under unfavorable geology, such as stress concentration zone and broken structural zone, a composite support structure with stud shear connectors arranged at the interface between steel and concrete is proposed. According to the stress characteristics of tunnel support structure, a large eccentric compression test is carried out to explore the failure mode and bearing characteristics of composite support structure, and the bearing capacity of composite structure under different eccentricity conditions is analyzed by numerical simulation. The results show that when there is no stud shear specimen, the separation failure occurs between I-shaped steel and shotcrete. When the stud shear is arranged, the failure mode of steel reinforced concrete structure is concrete cracking and crushing, and the stud shear effectively limits the relative slip between the contact interface of steel and concrete. Compared with the natural bonding condition, the ultimate bearing capacity of the specimens with double-row stud shear connectors increased by 14.79%, and the lateral deflection decreased by 22.94%. The specimens showed better toughness, bearing capacity and bending stiffness. Under the same eccentricity, the arrangement of stud shear connectors can effectively improve the ultimate bearing capacity of the structure, and with the increase of eccentricity, the effect of stud shear connectors on the bearing capacity of the specimen under large eccentric compression is gradually enhanced. The research results can provide theoretical support for the initial support technology of tunnel.

steel-shotcrete composite structure  /  large eccentric compression  /  bearing capacity  /  stud shear connector  /  ultimate bearing capacity
Zhihao Miao, Yuefei Yang, Junfu Lu, Xuhua Zhang. Study on Large Eccentric Compression Performance of Double-Row Stud Composite Structure of Tunnel Support[J]. Chinese Journal of Underground Space and Engineering, 2026 , 22 (2) : 603 -610 . DOI: 10.20174/j.JUSE.2026.02.22
Year 2026 volume 22 Issue 2
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Article Info
doi: 10.20174/j.JUSE.2026.02.22
  • Receive Date:2024-12-04
  • Online Date:2026-06-17
  • Published:2026-04-20
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History
  • Received:2024-12-04
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Affiliations
    1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, P. R. China
    2.The China Railway No. 9 Group Fifth Engineering Co., Ltd, Chengdu 611700, P. R. 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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