收藏切换
Experimental Study on Blasting Crater of Rock Mass under Freeze-thaw Environment in High Cold Region
收藏切换
PDF
Bo LIU1, 2, Yong-gang GOU3, 4, Ming-zhu YE3, Yi PAN1, 2, Li-zhen SHI3
Blasting | 2024, 41(3) : 60 - 68
Less
收藏切换
Blasting | 2024, 41(3): 60-68
BLASTING IN ORE AND ROCK
Experimental Study on Blasting Crater of Rock Mass under Freeze-thaw Environment in High Cold Region
Full
Bo LIU1, 2, Yong-gang GOU3, 4, Ming-zhu YE3, Yi PAN1, 2, Li-zhen SHI3
Affiliations
  • 1.Changsha Institute of Mining Research Co., Ltd., Changsha 410012 China
  • 2.Hunan Engineering Technology Research Center of Mine Geological Hazard Control and Environmental Reconstruction, Changsha 410012 China
  • 3.College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China
  • 4.Nantong Ocean and Coastal Engineering Research Institute, Hohai University, Nantong 226000, China
Published: 2024-09-01 doi: 10.3963/j.issn.1001-487X.2024.03.008
Outline
收藏切换

Rock's mechanical parameters and fragmentation characteristics significantly change under the freezing and thawing environment in high-altitude cold regions, and it is difficult to directly apply traditional blasting parameters for excavation. Therefore, researching blasting design parameters in freeze-thaw environments is of great importance. This study analyzed the impact of freeze-thaw cycles on rock mechanical properties and conducted the crater experiments of single-hole and double-hole simultaneous blasts in ore rocks under freeze-thaw conditions based on Jurong Copper mine. Futhermore, the geometric parameters and block size distribution of the crater were measured after blasting, and the reasonable parameters for blasting design were determined using the mathematical fitting methods. Additionally, the changes in the blasting crater parameters of the mine were also compared and analyzed under four different rock conditions. The results show that the mechanical properties of rock mass significantly deteriorate with a decrease in uniaxial compressive strength and elastic modulus of up to 40.6% and 54.0% under freeze-thaw cycles, respectively. The optimal burial depth ratio for single-hole blasting of freeze-thaw ore rocks is 0.678~0.789 under different lithological conditions, and the ratio of the optimal charge burial depth to crater radius is distributed in the range of 0.875~1.076. For Chibula mining area, the hole diameter is 152 mm, the diorite hole net parameter is 4.5 m×3 m, the corresponding explosives consumption is 0.56 kg/m3, and the tuff hole net parameter is 5 m×4 m with a 0.63 kg/m3 explosives consumption. For Jurong mining area, the hole diameter is 310 mm, the tuff blasting hole net parameter and explosive consumption is respectively 7 m×5 m and 0.61 kg/m3, and the granite porphyry hole net parameter and explosive consumption is respectively 8 m×5 m and 0.64 kg/m3.

high-altitude cold region  /  freeze-thaw environment  /  rock blasting  /  blasting design parameters  /  physical and mechanical properties  /  blast crater test
Bo LIU, Yong-gang GOU, Ming-zhu YE, Yi PAN, Li-zhen SHI. Experimental Study on Blasting Crater of Rock Mass under Freeze-thaw Environment in High Cold Region[J]. Blasting, 2024 , 41 (3) : 60 -68 . DOI: 10.3963/j.issn.1001-487X.2024.03.008
  • Jiangsu Provincial Youth Science and Technology Fund(BK20220975)
  • Nantong Basic Science Research_Young Science and Technology Talent Innovation Special Project(JC12022097)
Year 2024 volume 41 Issue 3
PDF
91
41
Cite this Article
BibTeX
Article Info
doi: 10.3963/j.issn.1001-487X.2024.03.008
  • Receive Date:2024-01-22
  • Online Date:2026-03-20
  • Published:2024-09-01
Article Data
Affiliations
History
  • Received:2024-01-22
Funding
Jiangsu Provincial Youth Science and Technology Fund(BK20220975)
Nantong Basic Science Research_Young Science and Technology Talent Innovation Special Project(JC12022097)
Affiliations
    1.Changsha Institute of Mining Research Co., Ltd., Changsha 410012 China
    2.Hunan Engineering Technology Research Center of Mine Geological Hazard Control and Environmental Reconstruction, Changsha 410012 China
    3.College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China
    4.Nantong Ocean and Coastal Engineering Research Institute, Hohai University, Nantong 226000, China

Corresponding:

GOU Yong-gang (1993-), male, Ph. D, lecturer, mainly engaged in blasting and rock dynamics research, (E-mail) .
References
Share
https://castjournals.cast.org.cn/joweb/bp/EN/10.3963/j.issn.1001-487X.2024.03.008
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
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
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT