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Experimental Study on Rock Burst Characteristics Induced by Cyclic Disturbance in Deep Tunnels Under High-Stress Conditions
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Zhanjin LI1, 2, Ziqiong LIU1, Qun LI1, 2, Rui LIANG1, Sihao YANG1, Zihao HU1
Mining Research and Development | 2025, 45(1) : 1 - 8
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Mining Research and Development | 2025, 45(1): 1-8
Experimental Study on Rock Burst Characteristics Induced by Cyclic Disturbance in Deep Tunnels Under High-Stress Conditions
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Zhanjin LI1, 2, Ziqiong LIU1, Qun LI1, 2, Rui LIANG1, Sihao YANG1, Zihao HU1
Affiliations
  • 1.School of Mining Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, China
  • 2.Mine Green Intelligent Mining Technology Innovation Center of Hebei Province, Tangshan, Hebei 063210, China
Published: 2025-01-25
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The disturbance such as deep engineering blasting and excavation is prone to induce rock burst. To study the conditions and characteristics of rock burst induced by cyclic disturbance in deep tunnels under different stress conditions, granite specimens with semi-circular arches penetrating the tunnel were used to conduct true triaxial disturbance rockburst tests. The occurrence conditions, characteristics of rock burst in deep engineering, the evolution process of acoustic emission, and the energy evolution characteristics inside the rock were analyzed. The test results are concluded as follows. Firstly, when the disturbance amplitude exceeds 10 MPa, rock burst will occur in the specimen. For every additional 10 MPa of disturbance amplitude, the time from the start of disturbance loading to the occurrence of rock burst in the specimen is reduced by about 30%. The greater the disturbance amplitude, the more severe the damage to the specimen, and the more shear cracks on the rock surface. Secondly, cyclic disturbance significantly promotes the generation and extension of shear cracks. The disturbance not only increases the number of shear cracks but also accelerates the speed of crack propagation. Thirdly, the accumulated elastic strain energy inside the specimen increases with the increase of disturbance amplitude. When the specimen fails, these accumulated energies are rapidly released, leading to more severe failure of the specimen.

Deep tunnel  /  Cyclic disturbance  /  Disturbance amplitude  /  Rock burst  /  Elastic strain energy
李占金, 刘紫琼, 李群, 梁锐, 杨思浩, 胡子浩. 高应力条件下深部巷道受循环扰动诱发岩爆特征试验研究. 矿业研究与开发, 2025 , 45 (1) : 1 -8 .
Zhanjin LI, Ziqiong LIU, Qun LI, Rui LIANG, Sihao YANG, Zihao HU. Experimental Study on Rock Burst Characteristics Induced by Cyclic Disturbance in Deep Tunnels Under High-Stress Conditions[J]. Mining Research and Development, 2025 , 45 (1) : 1 -8 .
Year 2025 volume 45 Issue 1
44
19
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  • Receive Date:2024-04-01
  • Online Date:2026-10-29
  • Published:2025-01-25
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  • Received:2024-04-01
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Affiliations
    1.School of Mining Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, China
    2.Mine Green Intelligent Mining Technology Innovation Center of Hebei Province, Tangshan, Hebei 063210, 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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