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Study on Stress-Structural Failure of Right Tunnel Section of Deep Mine Crushing Station
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Xiaoqiang XUE1, Zhenguo DUAN1, Lili ZHANG2, Sen MENG2, Sida ZHANG2, Jie XIN3
Mining Research and Development | 2025, 45(2) : 1 - 8
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Mining Research and Development | 2025, 45(2): 1-8
Study on Stress-Structural Failure of Right Tunnel Section of Deep Mine Crushing Station
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Xiaoqiang XUE1, Zhenguo DUAN1, Lili ZHANG2, Sen MENG2, Sida ZHANG2, Jie XIN3
Affiliations
  • 1.Shaanxi Xiaobaodang Mining Co., Ltd., Shaanxi Coal and Chemical Industry Group Co., Ltd., Yulin, Shaanxi 719302, China
  • 2.Shaanxi Tiandi Geology Co., Ltd., Xi’an, Shaanxi 710054, China
  • 3.State Key Laboratory of Geotechnical Mechanics and Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
Published: 2025-02-25
Outline
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To solve the problem of stress-structural failure that may be caused by the excavation of the right tunnel section of deep crushing station, the geological conditions of the tunnel face and the attitude information of the rock mass were collected by UAV, and the three-dimensional rock mass structure numerical calculation model of the right tunnel section of deep crushing station was constructed by combining the display discrete element numerical simulation software 3DEC. The deformation characteristics, failure mechanism and loss mode of deep rock mass under high stress conditions were explored, and the prevention measures were put forward. The results show that the stability of the surrounding rock of the tunnel section is controlled by the contact area of the red-brown granite stratum and the gray-black gray gneiss stratum and the in-situ stress field. The reason for the stress-structural failure of the tunnel section is that the excavation unloading of the crushing station leads to the formation of unfavorable blocks in the JSet #2 and JSet #3 joint groups and the excavation surface. Therefore, for the tunnel section with developed joints, the stress-structural failure disaster is a problem that needs special attention for the stability of surrounding rock after the excavation of the crushing station. It is suggested that the method of “optimizing excavation parameters + combined support form” should be adopted to systematically control the stress-structural damage after excavation unloading of crushing station from three levels of surface, shallow and deep layers.

Deep mine  /  High ground stress  /  Stress-structural failure  /  Three-dimensional reconstruction  /  Numerical simulation  /  Supporting method
薛晓强, 段振国, 张立立, 孟森, 张思达, 辛杰. 矿山深部破碎站右侧硐段应力-结构性破坏研究. 矿业研究与开发, 2025 , 45 (2) : 1 -8 .
Xiaoqiang XUE, Zhenguo DUAN, Lili ZHANG, Sen MENG, Sida ZHANG, Jie XIN. Study on Stress-Structural Failure of Right Tunnel Section of Deep Mine Crushing Station[J]. Mining Research and Development, 2025 , 45 (2) : 1 -8 .
Year 2025 volume 45 Issue 2
69
24
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Article Info
  • Receive Date:2024-03-30
  • Online Date:2026-10-29
  • Published:2025-02-25
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History
  • Received:2024-03-30
Funding
Affiliations
    1.Shaanxi Xiaobaodang Mining Co., Ltd., Shaanxi Coal and Chemical Industry Group Co., Ltd., Yulin, Shaanxi 719302, China
    2.Shaanxi Tiandi Geology Co., Ltd., Xi’an, Shaanxi 710054, China
    3.State Key Laboratory of Geotechnical Mechanics and Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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