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Determination of the Position of Footwall Roadway by Non-Pillar Sublevel Caving Method Under Blasting Load
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Haoming LUO1, 2, Mingrun LI1, 2, Xudong LIU1, Xingming CHEN2, Wentong WANG2, Yingdong AN2
Mining Research and Development | 2025, 45(8) : 30 - 36
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Mining Research and Development | 2025, 45(8): 30-36
Determination of the Position of Footwall Roadway by Non-Pillar Sublevel Caving Method Under Blasting Load
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Haoming LUO1, 2, Mingrun LI1, 2, Xudong LIU1, Xingming CHEN2, Wentong WANG2, Yingdong AN2
Affiliations
  • 1.Sichuan Provincial Coal Design & Research Institute, Chengdu, Sichuan 610091, China
  • 2.School of Environment and Resource, Southwest University of Science and Technology, Mianyang, Sichuan 621010, China
Published: 2025-08-25
Outline
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Roadway stability is the foundation of safe production in underground mines, and it is of great significance to study the dynamic damage effects of blasting vibration wave on roadway stability in underground mines. Taking the first subsection of a mine as the research object, aiming at the roof fall accident caused by the blasting vibration at the intersection of the footwall roadway and the approach due to the mining of the ore body during the mining process of the ore body of the non-pillar sublevel caving method, the FLAC3D dynamic analysis module was used to determine the reasonable position of the footwall roadway of the non-pillar sublevel caving method under the blasting load. The results show that the height of the section of the mine is 15 m, considering the vibration velocity, displacement and stress response of the roadway particles, the safe distance between the footwall connection roadway and the withdrawal position is 12 m. The engineering practice shows that the safety distance obtained by the study is obsolute deviation of only 0.7 m (<6%) with the reasonable safety distance of the footwall connection roadway in the mine site, which can provide solutions and technical support for the solution of similar problems in the mines.

Non-pillar sublevel caving method  /  Blasting vibration  /  Dynamic response  /  Footwall roadway  /  Safety distance  /  Numerical simulation
罗浩铭, 李明润, 刘旭东, 陈星明, 王文通, 安英东. 爆破荷载作用下无底柱分段崩落法下盘联巷位置的确定. 矿业研究与开发, 2025 , 45 (8) : 30 -36 .
Haoming LUO, Mingrun LI, Xudong LIU, Xingming CHEN, Wentong WANG, Yingdong AN. Determination of the Position of Footwall Roadway by Non-Pillar Sublevel Caving Method Under Blasting Load[J]. Mining Research and Development, 2025 , 45 (8) : 30 -36 .
Year 2025 volume 45 Issue 8
59
30
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  • Receive Date:2024-10-09
  • Online Date:2026-10-28
  • Published:2025-08-25
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  • Received:2024-10-09
Affiliations
    1.Sichuan Provincial Coal Design & Research Institute, Chengdu, Sichuan 610091, China
    2.School of Environment and Resource, Southwest University of Science and Technology, Mianyang, Sichuan 621010, 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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