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Strength Prediction Model of Filling Body and Parameter Optimization Based on Stope Structure Parameters
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Wendong TIAN1, Shuai QIN1, Sheng HU1, Pengjie WU2, 3, Chenglong LI2, 3, Shaoyong WANG2, 3
Mining Research and Development | 2026, 46(1) : 99 - 107
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Mining Research and Development | 2026, 46(1): 99-107
Strength Prediction Model of Filling Body and Parameter Optimization Based on Stope Structure Parameters
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Wendong TIAN1, Shuai QIN1, Sheng HU1, Pengjie WU2, 3, Chenglong LI2, 3, Shaoyong WANG2, 3
Affiliations
  • 1.Chambishi Copper Mine, NFC Africa Mining Co., Ltd., Kitwe 22592, Zambia
  • 2.School of Resources and Safety Engineering, University of Science and Technology Beijing, Beijing 100083, China
  • 3.Key Laboratory of Safe and Green Mining of Metal Mines with Cemented Paste Backfill of the National Mine Safety Administration, Beijing 100083, China
Published: 2026-01-25
Outline
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The strength design of filling body is often determined by indoor proportioning test or engineering experience method, but the influences of stope structure parameters such as stope height, stope length and stope width on the strength of required filling body are ignored. Taking a copper mine as the engineering background, based on the L-L strength analysis method, the theoretical strength values of filling body in one-step stope and two-step stope under different structural parameters were calculated by orthogonal tests. The results show that the influence weights of stope structure parameters on the theoretical strength of filling body are ordered as follows: stope height>stope width>stope length. The strength prediction model of filling body in one-step stope and two-step stope was constructed, combined with the existing filling technology, the stope structure parameters were optimized reversely. Finally, the optimal stope structure parameters are recommended as follows: stope height of 5-25 m, stope width of 9-12.5 m, and stope length of 80-120 m. The structural parameters of the stope have been used for on-site production, with strictly controlling the construction specifications of the stope, as well as eliminating the phenomenon of over-excavation and under-excavation. The practical results show that the collapse phenomenon caused by unreasonable structural parameters of the stope and insufficient strength of the filling body basically disappears. The research results can provide reference for the theoretical strength prediction of filling body and the optimization of stope structure parameters.

Strength of filling body  /  Prediction model  /  Stope structure parameters  /  Orthogonal test  /  Parameter optimization
田文东, 秦帅, 胡胜, 武鹏杰, 李成龙, 王少勇. 基于采场结构参数的充填体强度预测模型及参数优化. 矿业研究与开发, 2026 , 46 (1) : 99 -107 .
Wendong TIAN, Shuai QIN, Sheng HU, Pengjie WU, Chenglong LI, Shaoyong WANG. Strength Prediction Model of Filling Body and Parameter Optimization Based on Stope Structure Parameters[J]. Mining Research and Development, 2026 , 46 (1) : 99 -107 .
Year 2026 volume 46 Issue 1
51
18
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Article Info
  • Receive Date:2024-12-02
  • Online Date:2026-10-29
  • Published:2026-01-25
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History
  • Received:2024-12-02
Affiliations
    1.Chambishi Copper Mine, NFC Africa Mining Co., Ltd., Kitwe 22592, Zambia
    2.School of Resources and Safety Engineering, University of Science and Technology Beijing, Beijing 100083, China
    3.Key Laboratory of Safe and Green Mining of Metal Mines with Cemented Paste Backfill of the National Mine Safety Administration, Beijing 100083, 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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