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Study on Effect of Blasting Vibration on Stability of Safety Roof Pillar for Open-pit to Underground Transition in Longshou Mine
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Er-cheng ZHAO1, Zhao-jun WEI2, Yan-cheng SHEN1, Ji-xiang LIU1, Ju-hong LI3, Chun-yang ZHANG4, Xiao-long TIAN4
Blasting | 2024, 41(2) : 75 - 85
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Blasting | 2024, 41(2): 75-85
BLASTING IN ORE AND ROCK
Study on Effect of Blasting Vibration on Stability of Safety Roof Pillar for Open-pit to Underground Transition in Longshou Mine
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Er-cheng ZHAO1, Zhao-jun WEI2, Yan-cheng SHEN1, Ji-xiang LIU1, Ju-hong LI3, Chun-yang ZHANG4, Xiao-long TIAN4
Affiliations
  • 1.Lanzhou Engineering & Research Institute of Nonferrous Metallurgy Co., Ltd., Lanzhou 730000, China
  • 2.The Party School of the Communist Party of China in Baiyin City, Baiyin 730900, China
  • 3.Cscec Aecom Consultants Co., Ltd., Lanzhou 730000, China
  • 4.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
Published: 2024-06-01 doi: 10.3963/j.issn.1001-487X.2024.02.010
Outline
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This study aims to investigate the stability evolution of the safety roof pillar during the transition from open-pit to underground mining in Longshou mine under the influence of blasting vibration. A numerical calculation model was established based on the current mining area conditions. The most critical position of the safety roof pillar was determined through calculations, and a two-dimensional numerical model for this position was developed using top-level mining as an example. By calculating blasting parameters and equivalent elastic boundaries, we obtained the peak blasting load transmitted from cutting holes, auxiliary holes, and peripheral holes to the excavation surface. Subsequently, numerical calculations were conducted to assess the stability of the safety roof pillar after applying an equivalent blasting load to the excavation face. The results indicate that each delayed blast caused displacement and vibration velocity peaks, with maximum displacement observed at monitoring points inside the safety roof pillar closest to the blast site. Vibration velocity spreads spherically around the blasting operation position into surrounding rock mass. Based on criteria related to blasting vibration velocity and rock damage assessment, it can be concluded that overall there is no or only slight damage present in the safety roof pillar. Additionally, analysis reveals that maximum principal stress remains lower than tensile strength of rock mass without any significant formation of a tensile fracture plastic zone on the safety roof pillar. In general, the designed thickness of the safety roof pillar meets requirements for open-pit to underground mining. However, due to actual geological complexities beyond what is captured by the numerical model, it is essential to continuously observe and monitor changes in the safety roof pillar to ensure its stability during ongoing mining operations.

open pit to underground mining  /  safety roof pillar  /  blasting vibration  /  numerical simulation  /  stability evolution law
Er-cheng ZHAO, Zhao-jun WEI, Yan-cheng SHEN, Ji-xiang LIU, Ju-hong LI, Chun-yang ZHANG, Xiao-long TIAN. Study on Effect of Blasting Vibration on Stability of Safety Roof Pillar for Open-pit to Underground Transition in Longshou Mine[J]. Blasting, 2024 , 41 (2) : 75 -85 . DOI: 10.3963/j.issn.1001-487X.2024.02.010
  • National Natural Science Foundation of China(52174088)
  • A study on quantitative characterization and disaster mechanism of impact fatigue damage of frozen-thawed fractured rock mass
Year 2024 volume 41 Issue 2
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73
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.02.010
  • Receive Date:2023-12-17
  • Online Date:2026-03-20
  • Published:2024-06-01
Article Data
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History
  • Received:2023-12-17
Funding
National Natural Science Foundation of China(52174088)
A study on quantitative characterization and disaster mechanism of impact fatigue damage of frozen-thawed fractured rock mass
Affiliations
    1.Lanzhou Engineering & Research Institute of Nonferrous Metallurgy Co., Ltd., Lanzhou 730000, China
    2.The Party School of the Communist Party of China in Baiyin City, Baiyin 730900, China
    3.Cscec Aecom Consultants Co., Ltd., Lanzhou 730000, China
    4.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China

Corresponding:

LI Ju-hong (1985-), female, senior engineer, engaged in road and bridge design, (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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