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Stability analysis of deep tunnel faces under pipe shed support
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Jiahua ZHANG1, 2, Xiaoli YANG2, Yongxiang YANG2, Yi LU2, Daobing ZHANG2
China Safety Science Journal | 2025, 35(8) : 129 - 138
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China Safety Science Journal | 2025, 35(8): 129-138
Safety engineering technology
Stability analysis of deep tunnel faces under pipe shed support
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Jiahua ZHANG1, 2, Xiaoli YANG2, Yongxiang YANG2, Yi LU2, Daobing ZHANG2
Affiliations
  • 1Institute of Public Safety and Emergency Management, Hunan University of Science and Technology, Xiangtan Hunan 411201, China
  • 2School of Resources Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan Hunan 411201, China
Published: 2025-08-28 doi: 10.16265/j.cnki.issn1003-3033.2025.08.0974
Outline
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To investigate the stability of tunnel faces under pipe shed support in deep environments characterized by high stress and high-water pressure, a failure model for the deep tunnel face was established by the variational method. High water pressure and surrounding rock stress were incorporated into the mechanical model, and the external power and internal energy dissipation rates were calculated using the upper limit theorem. The analytical solution for the potential fracture surface of the tunnel faces was derived based on the principle of virtual work. The safety factor of the deep tunnel was solved by Matlab software. The influence of diverse parameters on the failure surface curve was analyzed, and the variation characterstics of safety factor under high stress and high-water pressure environment were discussed. Additionally, the effect of pipe shed support was evaluated. The results indicate that when the surrounding rock strength is low, the failure zone is larger and the longitudinal depth is greater. The high-water pressure and the surrounding rock stress have remarkable influence on the stability of tunnel face. Without considering them, the safety of tunnel face will be overestimated, and the relative error of safety factor can reach more than 60%. Pipe shed support can enhance the stability of deep tunnel face, increasing the safety factor by 79%. Meanwhile, high stress and high-water pressure environment will significantly reduce the effectiveness of pipe shed support. These findings provide theoretical guidance for the support design of deep tunnel, high-stress, and high-water pressure environments.

pipe shed support  /  deep tunnel faces  /  stability  /  high water pressure  /  surrounding rock stress  /  safety factor
Jiahua ZHANG, Xiaoli YANG, Yongxiang YANG, Yi LU, Daobing ZHANG. Stability analysis of deep tunnel faces under pipe shed support[J]. China Safety Science Journal, 2025 , 35 (8) : 129 -138 . DOI: 10.16265/j.cnki.issn1003-3033.2025.08.0974
Year 2025 volume 35 Issue 8
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2025.08.0974
  • Receive Date:2025-03-21
  • Online Date:2026-07-09
  • Published:2025-08-28
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  • Received:2025-03-21
  • Revised:2025-05-22
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Affiliations
    1Institute of Public Safety and Emergency Management, Hunan University of Science and Technology, Xiangtan Hunan 411201, China
    2School of Resources Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan Hunan 411201, 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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