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Research on Mechanical Characteristics of Rigid Rock Spallation and Fracturing Rock based on Empty Hole Effect
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Yu-hao JI1, Wen-jie LI1, LAN-fang KANG2, Gang TANG2, Bin LIANG1
Blasting | 2023, 40(2) : 53 - 60
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Blasting | 2023, 40(2): 53-60
BLASTING IN ORE AND ROCK
Research on Mechanical Characteristics of Rigid Rock Spallation and Fracturing Rock based on Empty Hole Effect
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Yu-hao JI1, Wen-jie LI1, LAN-fang KANG2, Gang TANG2, Bin LIANG1
Affiliations
  • 1.School of Civil Engineering, Henan University of Science and Technology, Luoyang 471000, China
  • 2.CCCC-SHEC Forth Engineering Co., Ltd., Luoyang 471000, China
Published: 2023-06-01 doi: 10.3963/j.issn.1001-487X.2023.02.008
Outline
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In order to improve the efficiency of the directional cracking of hard rocks, starting from the mechanism of cracking from hard rocks to breaking rocks, based on the empty hole effect theory, the stress variation law of the empty hole wall under the 200 mm、250 mm、300 mm、400 mm hole spacing and the 20 mm、40 mm、90 mm、120 mm hole radius is studied, and the theoretical calculation and numerical simulation are compared and analyzed to verify. The results show that the existence of empty hole makes the stress concentration near the expansion hole, with the increase of empty hole spacing and the decrease of empty hole radius, the stress concentration of empty hole effect becomes weaker. The maximum tensile stress appears on the connection line of the empty hole and the expansion hole. The maximum pressure stress appears near the empty hole circle 70°. The stress intensity factor of type I rock on the inter-hole connection line corresponds to the law of stress variation. When the hole spacing reaches 400 mm, the stress intensity factor KI is smaller than the fracture toughness KIC of rock and the condition for formation of through cracks cannot be reached. According to the research results, set the parameters of the empty hole and in Shenzhen Tiegang-Shiyan reservoir Shiyan North clear water diversion tunnel to carry out the rock breaking test. The test results show that empty holes play a guiding role in the direction of crack propagation, which can cause the main crack to form on the connecting line between the empty hole and the expansion hole and is beneficial to improving the efficiency of the breaking rocks in hard rocks, which can provide reference for similar projects.

hard rock  /  directional rock breaking  /  holes effect  /  numerical simulation  /  static blasting
Yu-hao JI, Wen-jie LI, LAN-fang KANG, Gang TANG, Bin LIANG. Research on Mechanical Characteristics of Rigid Rock Spallation and Fracturing Rock based on Empty Hole Effect[J]. Blasting, 2023 , 40 (2) : 53 -60 . DOI: 10.3963/j.issn.1001-487X.2023.02.008
Year 2023 volume 40 Issue 2
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Article Info
doi: 10.3963/j.issn.1001-487X.2023.02.008
  • Receive Date:2023-01-09
  • Online Date:2026-03-18
  • Published:2023-06-01
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  • Received:2023-01-09
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Affiliations
    1.School of Civil Engineering, Henan University of Science and Technology, Luoyang 471000, China
    2.CCCC-SHEC Forth Engineering Co., Ltd., Luoyang 471000, 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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