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Study on Roof Caving Impact Vibration Law and Vibration Velocity Prediction Method of Caving Method Stope
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Hai Li1, Ganggang Zhang1, Baohui Tan2, Jing Han1, Dengfeng Su2, Lin Zuo2, Yingpeng Hu2
Mining Research and Development | 2026, 46(5) : 120 - 126
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Mining Research and Development | 2026, 46(5): 120-126
Study on Roof Caving Impact Vibration Law and Vibration Velocity Prediction Method of Caving Method Stope
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Hai Li1, Ganggang Zhang1, Baohui Tan2, Jing Han1, Dengfeng Su2, Lin Zuo2, Yingpeng Hu2
Affiliations
  • 1.Longshou Mine, Jinchuan Group Nickel Cobalt Co., Ltd., Jinchang, Gansu 737100, China
  • 2.School of Environment and Resources, Southwest University of Science and Technology, Mianyang, Sichuan 621010, China
Published: 2026-05-25
Outline
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Aiming at the problem that the impact vibration caused by roof caving threatens the stability of stope in caving mining, a physical simulation experiment was designed based on the mechanism of caving impact vibration and the similarity law of physical simulation. The relationship between the caving impact vibration velocity and the falling height of the caving body, the amount of one caving, the porosity of the cushion, the thickness of the cushion and the distance of the measuring point was systematically studied. The results show that the caving impact vibration velocity is positively correlated with the falling height of the caving body and the amount of one caving, and negatively correlated with the thickness of the cushion and the distance of the measuring point. With the increase of the porosity of the cushion, the caving impact vibration velocity decreases first and then increases. The correlation between the caving impact vibration velocity and each factor from high to low is the distance of the measuring point, the amount of one caving, the falling height of the caving body, the thickness of the cushion, and the porosity of the cushion. Based on the test results and the calculation method of blasting vibration velocity, an empirical formula for calculating the caving impact vibration velocity was constructed and applied to the west No.2 mining area of Jinchuan Longshou Mine. The maximum vibration velocities of roof caving at 1 595 m, 1 554 m and 1 494 m are 6.4 cm/s, 3.7 cm/s and 3.0 cm/s, respectively. The maximum vibration velocities measured in the field are 1.21 cm/s, 0.26 cm/s and 0.09 cm/s, respectively, which verifies the reliability of the measurement method. The research results can provide theoretical basis and practical guidance for the prevention and control of roof caving impact disasters in underground mines.

Caving mining  /  Roof caving  /  Impact vibration velocity  /  Impact disaster prevention
李海, 张刚刚, 谭宝会, 韩静, 粟登峰, 左琳, 胡颖鹏. 崩落法采场顶板冒落冲击振动规律及振速预测方法研究. 矿业研究与开发, 2026 , 46 (5) : 120 -126 .
Hai Li, Ganggang Zhang, Baohui Tan, Jing Han, Dengfeng Su, Lin Zuo, Yingpeng Hu. Study on Roof Caving Impact Vibration Law and Vibration Velocity Prediction Method of Caving Method Stope[J]. Mining Research and Development, 2026 , 46 (5) : 120 -126 .
Year 2026 volume 46 Issue 5
64
11
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  • Receive Date:2025-05-30
  • Online Date:2026-10-27
  • Published:2026-05-25
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  • Received:2025-05-30
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Affiliations
    1.Longshou Mine, Jinchuan Group Nickel Cobalt Co., Ltd., Jinchang, Gansu 737100, China
    2.School of Environment and Resources, 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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