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Study on Reasonable Strength of Stope Filling Body in Large-Diameter Deep Hole Open Stoping with Subsequent Filling Mining Method
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Ning YANG1, 2, Shiqiang XI3, Zhiping MA3, Renze OU1, 2, Xiaoping KAN3, Qingsong ZHANG1, 2, Hengbing ZHAO3
Mining Research and Development | 2025, 45(7) : 83 - 92
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Mining Research and Development | 2025, 45(7): 83-92
Study on Reasonable Strength of Stope Filling Body in Large-Diameter Deep Hole Open Stoping with Subsequent Filling Mining Method
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Ning YANG1, 2, Shiqiang XI3, Zhiping MA3, Renze OU1, 2, Xiaoping KAN3, Qingsong ZHANG1, 2, Hengbing ZHAO3
Affiliations
  • 1.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 2.National Engineering Research Center for Metal Mining, Changsha, Hunan 410012, China
  • 3.Sichuan Dexin Mining Resources Co., Ltd., Aba Tibetan and Qiang Autonomous Prefecture, Sichuan 624199, China
Published: 2025-07-25
Outline
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The rational design of stope filling body is very important to ensure the safe and efficient mining of mines. Based on the engineering background of a stope mined by large-diameter deep hole open stoping with subsequent filling mining method, the reasonable strength of filling body in stope was studied by combining theoretical calculation and numerical simulation. The stress, displacement and surface subsidence deformation law inside the filling body of the stope were explored. The results show that the maximum principal stress inside the filling body gradually increases with the progress of mining. The stress is mainly compressive stress, which is more obvious at the roof and floor. The strength change of the filling body has little effect on the maximum and minimum principal stress peaks, but the increase of the strength of the filling body reduces the stress radiation range. The increase of the strength of the filling body reduces the roof subsidence space and limits the roof deformation, and its constraint effect on the roof is better than that of the surface. Under the influence of excavation disturbance, the displacement inside the filling body presents a step-like change rule. Under the working condition that the strength of the filling body in stope is 2.5 MPa at the 10 m of top and bottom and 1.5 MPa in the middle part, the maximum tilt deformation, curvature, maximum horizontal deformation in X-direction, and maximum horizontal deformation in Y-direction of the surface monitoring line are 0.109, 0.181×10-3,-0.024, and 0.059 mm/m, respectively. All these values meet the requirements of the safety regulations for the impact of surface subsidence on structures.

Filling mining method  /  Reasonable strength of filling body  /  Surface subsidence deformation  /  Theoretical calculation  /  Numerical simulation
杨宁, 席世强, 马志平, 欧任泽, 阚晓平, 张庆嵩, 赵恒兵. 大直径深孔空场嗣后充填采矿法采场充填体合理强度研究. 矿业研究与开发, 2025 , 45 (7) : 83 -92 .
Ning YANG, Shiqiang XI, Zhiping MA, Renze OU, Xiaoping KAN, Qingsong ZHANG, Hengbing ZHAO. Study on Reasonable Strength of Stope Filling Body in Large-Diameter Deep Hole Open Stoping with Subsequent Filling Mining Method[J]. Mining Research and Development, 2025 , 45 (7) : 83 -92 .
Year 2025 volume 45 Issue 7
89
38
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Article Info
  • Receive Date:2024-08-20
  • Online Date:2026-10-28
  • Published:2025-07-25
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  • Received:2024-08-20
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Affiliations
    1.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
    2.National Engineering Research Center for Metal Mining, Changsha, Hunan 410012, China
    3.Sichuan Dexin Mining Resources Co., Ltd., Aba Tibetan and Qiang Autonomous Prefecture, Sichuan 624199, 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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