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Study on Optimization of Stope Structural Parameters in Filling Mining Stope for Gently Inclined Thick Ore Body
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Ping WANG1, Menghan QI1, Aiping CHENG1, Yamin HAN2, Jimin LI2
Mining Research and Development | 2025, 45(9) : 17 - 26
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Mining Research and Development | 2025, 45(9): 17-26
Study on Optimization of Stope Structural Parameters in Filling Mining Stope for Gently Inclined Thick Ore Body
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Ping WANG1, Menghan QI1, Aiping CHENG1, Yamin HAN2, Jimin LI2
Affiliations
  • 1.School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, Hubei 430081, China
  • 2.WISCO Resources Group Chengchao Mining Co., Ltd., Ezhou, Hubei 436000, China
Published: 2025-09-25
Outline
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The gently inclined thick ore body below -675 m level in Chengchao Iron Mine is mined by two-step mining with sublevel drilling open stoping and subsequent filling. According to the theoretical analysis results, three numerical simulation research schemes of mine room (pillar) span were formulated. The stress, displacement and plastic zone distribution of each scheme were compared and analyzed, and the influences of different spans of mine room (pillar) on the stability of stope was explored. The results show that when the span of mine room (pillar) is 15 m, the maximum tensile stress of the goaf roof is less than 2 MPa, and the maximum compressive stress is less than 5 MPa, which is within the allowable range of the rock mass. The maximum subsidence value of the goaf roof is less than 5 cm, which does not exceed the allowable limit displacement. There is no large area of plastic zone penetration in the structural plane of the goaf. When the span of the mine room is 18 m, the roof settlement is 52.3 mm (over the warning value of 50 mm), which need to be supported. It is determined that the span of mine room (pillar) is 15 m as the optimal scheme. The maximum vertical subsidence value of the monitoring points in the center of the roof is 0.033 7 m, and the maximum vertical subsidence value of the monitoring points in the center of the surrounding rock is 0.031 4 m. According to the evaluation results of the influence of ground deformation on the buildings (structures), the mining of the ore body below -675 m level will have a slight impact on the surface buildings (structures), and the influence degree is within the allowable range, which ensures the safety of the new Chengchao Bay country on the surface of Chengchao Iron Mine.

Gently inclined thick ore body  /  Sublevel drilling open stoping and subsequent filling  /  Two-step mining  /  Optimization of stope structure parameters  /  Vertical subsidence  /  Numerical simulation
王平, 齐梦寒, 程爱平, 韩亚民, 李吉民. 缓倾斜厚大矿体充填开采采场结构参数优化研究. 矿业研究与开发, 2025 , 45 (9) : 17 -26 .
Ping WANG, Menghan QI, Aiping CHENG, Yamin HAN, Jimin LI. Study on Optimization of Stope Structural Parameters in Filling Mining Stope for Gently Inclined Thick Ore Body[J]. Mining Research and Development, 2025 , 45 (9) : 17 -26 .
Year 2025 volume 45 Issue 9
103
47
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  • Receive Date:2024-09-27
  • Online Date:2026-10-28
  • Published:2025-09-25
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  • Received:2024-09-27
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Affiliations
    1.School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, Hubei 430081, China
    2.WISCO Resources Group Chengchao Mining Co., Ltd., Ezhou, Hubei 436000, 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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