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Research on Backbreak Control in Large-Diameter Long-Hole Blasting Based on Axial Charge Structure Optimization
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Wenhu Xu1, Xiang Zhou2, Yongfei Ye1, Lue Fang1, Wenpeng Wei3
Mining Research and Development | 2026, 46(8) : 112 - 122
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Mining Research and Development | 2026, 46(8): 112-122
Research on Backbreak Control in Large-Diameter Long-Hole Blasting Based on Axial Charge Structure Optimization
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Wenhu Xu1, Xiang Zhou2, Yongfei Ye1, Lue Fang1, Wenpeng Wei3
Affiliations
  • 1.Zhongye Changtian International Engineering Co., Ltd., Changsha, Hunan 410007, China
  • 2.Hunan University, Changsha, Hunan 410082, China
  • 3.China-ASEAN Geoscience Cooperation Center (Nanning), Nanning, Guangxi 530023, China
Published: 2026-08-25
Outline
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To effectively solve the problems of severe backbreak damage, high oversize block ratio and poor stability of working face side when using large-diameter long-hole caving method in underground stopes, the optimization of axial charge structure was carried out based on the engineering background of three rows of large-diameter long-hole lateral blasting in underground stope of a copper mine in Anhui Province. LS-DYNA was used to establish five numerical models of axial segmented charge structures with three rows of blast holes. By analyzing the damage distribution law and failure volume of rock mass in different zones, the optimal charge structure for backbreak control in each row of blast holes were determined respectively. The numerical simulation results show that the axial charge structure can alter the distribution of explosion energy, thereby regulating the damage distribution and failure range of the rock mass. Considering both rock breaking effect and backbreak control effect comprehensively, it is recommended that the three rows of blastholes adopt axial charge structures with 1 m charge and 1 m air interval, 0.5 m charge and 1 m air interval, and 0.5 m charge and 1.5 m air interval, respectively. The field industrial test results show that after adopting the optimized charge structure, the number of oversize blocks in the collapsed muck pile decrease significantly, the reduction of sonic wave velocity in the rock mass of the imminent blasting zone is about 8.8%, and the rock damage value is basically less than 0.19. This indicates that the rock mass features favorable integrity and slight damage, and the backbreak control effect is remarkable.

Long-hole lateral blasting  /  Backbreak control  /  Axial charge structure  /  Blasting damage  /  Sonic wave test  /  LS-DYNA
许文浒, 周翔, 叶永飞, 方略, 韦文蓬. 基于轴向装药结构优化的大直径深孔爆破后冲控制研究. 矿业研究与开发, 2026 , 46 (8) : 112 -122 .
Wenhu Xu, Xiang Zhou, Yongfei Ye, Lue Fang, Wenpeng Wei. Research on Backbreak Control in Large-Diameter Long-Hole Blasting Based on Axial Charge Structure Optimization[J]. Mining Research and Development, 2026 , 46 (8) : 112 -122 .
Year 2026 volume 46 Issue 8
53
9
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Article Info
  • Receive Date:2025-04-20
  • Online Date:2026-10-27
  • Published:2026-08-25
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  • Received:2025-04-20
Affiliations
    1.Zhongye Changtian International Engineering Co., Ltd., Changsha, Hunan 410007, China
    2.Hunan University, Changsha, Hunan 410082, China
    3.China-ASEAN Geoscience Cooperation Center (Nanning), Nanning, Guangxi 530023, 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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