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Research on Roadway Support Technology of Deep Crushed Surrounding Rock Based on the Range of Plastic Zone
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Hao ZHU1, 2, Ke JIANG1, 2, Yongchao GONG1, 2, Like HU3, Weixing LIN1, 2, Junsheng HU4, Jianpo LIU5, Xiaochen XIONG4
Mining Research and Development | 2025, 45(6) : 12 - 21
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Mining Research and Development | 2025, 45(6): 12-21
Research on Roadway Support Technology of Deep Crushed Surrounding Rock Based on the Range of Plastic Zone
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Hao ZHU1, 2, Ke JIANG1, 2, Yongchao GONG1, 2, Like HU3, Weixing LIN1, 2, Junsheng HU4, Jianpo LIU5, Xiaochen XIONG4
Affiliations
  • 1.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 2.State Key Laboratory of Metal Mine Safety Technology, Changsha, Hunan 410012, China
  • 3.Minmetals Mining Holdings Co., Ltd., Hefei, Anhui 230091, China
  • 4.Anshan Chentaigou Mining Co., Ltd., China Minmetals Corporation, Anshan, Liaoning 114051, China
  • 5.Key Laboratory of Ministry of Education on Safety Mining of Deep Metal Mines, Northeastern University, Shenyang, Liaoning 110819, China
Published: 2025-06-25
Outline
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In order to solve the problem of difficult roadway support in deep crushed surrounding rocks, the range of plastic zone was studied. Taking the roadway in the crushed section of a mine as the engineering background, the current situation of roadway damage was investigated, and from the physical properties of the roadway surrounding rock itself, the influences of cohesion and internal friction angle on plastic zone were analyzed by theoretical analysis and numerical simulation system. The results show that the reason for the failure of the roadway under the original support is the poor nature of the surrounding rocks and the neglect of the plastic zone by the support parameters. The cohesion and internal friction angle of surrounding rocks have a significant influences on the range of plastic zone. When the cohesion and internal friction angle are large, the range of plastic zone is small and the surrounding rocks of roadway tend to be stable. When the internal friction angle is 35° and the cohesion is 3 MPa, the change curve of the plastic zone radius turns, which indicates that the combined parameters are the key threshold of the bearing capacity of the surrounding rocks. According to the theoretical analysis and numerical simulation results, the combined support scheme of "anchor (rod), net, spray + full-section anchor cable" was proposed. The field displacement monitoring shows that the maximum deformation of the two sides is about 40 mm, and the maximum deformation of the surrounding rocks of the roof and floor is about 61 mm, which effectively guarantees the stability of the surrounding rocks. The research results provide a theoretical basis for the support technology of deep crushed surrounding rocks in roadway.

Deep crushed surrounding rock  /  Elastic-plastic mechanic  /  Roadway support  /  Plastic zone  /  Numerical simulation  /  Combined support
朱豪, 江科, 龚永超, 胡力可, 林卫星, 胡军生, 刘建坡, 熊晓晨. 基于塑性区范围的深部破碎围岩巷道支护技术研究. 矿业研究与开发, 2025 , 45 (6) : 12 -21 .
Hao ZHU, Ke JIANG, Yongchao GONG, Like HU, Weixing LIN, Junsheng HU, Jianpo LIU, Xiaochen XIONG. Research on Roadway Support Technology of Deep Crushed Surrounding Rock Based on the Range of Plastic Zone[J]. Mining Research and Development, 2025 , 45 (6) : 12 -21 .
Year 2025 volume 45 Issue 6
55
29
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Article Info
  • Receive Date:2024-10-28
  • Online Date:2026-10-30
  • Published:2025-06-25
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History
  • Received:2024-10-28
Funding
Affiliations
    1.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
    2.State Key Laboratory of Metal Mine Safety Technology, Changsha, Hunan 410012, China
    3.Minmetals Mining Holdings Co., Ltd., Hefei, Anhui 230091, China
    4.Anshan Chentaigou Mining Co., Ltd., China Minmetals Corporation, Anshan, Liaoning 114051, China
    5.Key Laboratory of Ministry of Education on Safety Mining of Deep Metal Mines, Northeastern University, Shenyang, Liaoning 110819, 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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