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Experimental Study of Rock Burst in Deep Buried Cavern Considering Damage Effect of Surrounding Rock Mass
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Lun LI1, 2, Wen-hua ZHU2, Yuan-you XIA2, Shi-yu WANG2, Zhi-fan TANG2
Blasting | 2025, 42(1) : 18 - 25
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Blasting | 2025, 42(1): 18-25
THEORETICAL AND TECHNOLOGICAL EXPLORATION
Experimental Study of Rock Burst in Deep Buried Cavern Considering Damage Effect of Surrounding Rock Mass
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Lun LI1, 2, Wen-hua ZHU2, Yuan-you XIA2, Shi-yu WANG2, Zhi-fan TANG2
Affiliations
  • 1.China Railway 20th Bureau Group Co., Ltd., Xi'an 710000, China
  • 2.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
Published: 2025-03-15 doi: 10.3963/j.issn.1001-487X.2025.01.003
Outline
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To further investigate the influence of surrounding rock mass damage on the rock burst mechanism, material selection for simulating the damage zone was carried out, and a test piece containing the damage zone (1000 mm×600 mm×400 mm) was fabricated. Using the self-developed rock burst model test system's drilling device, caverns were excavated in the specimens (with a hole diameter of 110 mm). Rock burst model tests were then conducted on specimens with varying damage zone thickness through step loading, considering the damage effects on the surrounding rock. During the tests, cameras monitored the damage process of the tunnel wall. Image expansion was performed based on the rubber paper model principle, and the box dimension of the expanded image was calculated and analyzed. The results show that the macro-failure process of a rock burst consists of crack initiation, particle ejection, crack propagation, and debris avalanche stages. As the thickness of the damage zone increases, the failure depth of the specimen chamber's side wall gradually increases. In the stage of slow increase and sharp increase in the box dimension of the left and right tunnel walls, the growth rate of the box dimension decreases linearly with the increasing thickness of the damage zone. With the increase in damaged zone thickness, cracks in the tunnel wall primarily concentrate within the damaged zone during loading, and the damage depth of the tunnel wall increases when the cavity is damaged. The findings further elucidate the breeding and failure mechanism of rock bursts in deep-buried caverns under the condition of surrounding rock damage.

cavern  /  damage effect  /  rock burst  /  box dimension  /  image expansion
Lun LI, Wen-hua ZHU, Yuan-you XIA, Shi-yu WANG, Zhi-fan TANG. Experimental Study of Rock Burst in Deep Buried Cavern Considering Damage Effect of Surrounding Rock Mass[J]. Blasting, 2025 , 42 (1) : 18 -25 . DOI: 10.3963/j.issn.1001-487X.2025.01.003
  • National Natural Science Foundation of China(42077228)
Year 2025 volume 42 Issue 1
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Article Info
doi: 10.3963/j.issn.1001-487X.2025.01.003
  • Receive Date:2023-10-22
  • Online Date:2026-03-18
  • Published:2025-03-15
Article Data
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History
  • Received:2023-10-22
Funding
National Natural Science Foundation of China(42077228)
Affiliations
    1.China Railway 20th Bureau Group Co., Ltd., Xi'an 710000, China
    2.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China

Corresponding:

ZHU Wen-hua(1966-), male, Gushi, Henan Province, associate professor, mainly engaged in geotechnical engineering teaching and research work, (E-mail) .
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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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