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Study on Reasonable Strength of Stope Filling Body in Newly Delineated Recoverable Range of Security Pillar
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Wei WANG1, Yajun WANG2, 3, Yuding WANG2, 3, Shuangbin LI1, Junbo MENG2, 3, Xiangdong LI2, 3, Weixing LIN2, 3, Yongchao GONG2, 3
Mining Research and Development | 2025, 45(8) : 86 - 95
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Mining Research and Development | 2025, 45(8): 86-95
Study on Reasonable Strength of Stope Filling Body in Newly Delineated Recoverable Range of Security Pillar
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Wei WANG1, Yajun WANG2, 3, Yuding WANG2, 3, Shuangbin LI1, Junbo MENG2, 3, Xiangdong LI2, 3, Weixing LIN2, 3, Yongchao GONG2, 3
Affiliations
  • 1.Xizang Huatailong Mining Development Co., Ltd., Lhasa, Xizang 850200, China
  • 2.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 3.National Engineering Research Center for Metal Mining, Changsha, Hunan 410012, China
Published: 2025-08-25
Outline
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Aiming at the strength optimization problem of filling body in the newly delineated recoverable area of the security pillar of a gold mine, the determination and verification of the strength parameters of the filling body were systematically carried out. In view of the limitations of the traditional single method, a variety of analytical methods such as empirical formula calculation, elastic-plastic mechanics theory analysis and FLAC3D numerical simulation were innovatively used to focus on the regulation mechanism of different strength filling bodies on stope stability and rock strata movement. Finally, the optimal filling scheme considering both safety and economy was constructed. The results show that the reasonable maximum strength of filling body is in the range of 0.72−1.99 MPa through empirical formula and theoretical calculation. The improvement of the strength of the filling body can effectively control the horizontal deformation of the wellbore and the displacement of the rock strata around the stope. When the filling body strength of the upper upward drift filling mining method and the deep shallow-hole shrinkage subsequent filling mining method is set as 2.0 MPa, it can not only effectively control the rock strata movement in the mining area and ensure the stability of the stope, but also take into account the economic cost and achieve the balance between safety and economy.

Filling body strength  /  Stope stability  /  Rock strata movement control  /  Security pillar  /  Numerical simulation
王维, 王亚军, 王玉丁, 李双斌, 孟俊波, 李向东, 林卫星, 龚永超. 保安矿柱新圈定可采范围内采场充填体合理强度研究. 矿业研究与开发, 2025 , 45 (8) : 86 -95 .
Wei WANG, Yajun WANG, Yuding WANG, Shuangbin LI, Junbo MENG, Xiangdong LI, Weixing LIN, Yongchao GONG. Study on Reasonable Strength of Stope Filling Body in Newly Delineated Recoverable Range of Security Pillar[J]. Mining Research and Development, 2025 , 45 (8) : 86 -95 .
Year 2025 volume 45 Issue 8
111
45
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Article Info
  • Receive Date:2025-02-07
  • Online Date:2026-10-28
  • Published:2025-08-25
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  • Received:2025-02-07
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Affiliations
    1.Xizang Huatailong Mining Development Co., Ltd., Lhasa, Xizang 850200, China
    2.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
    3.National Engineering Research Center for Metal Mining, Changsha, Hunan 410012, 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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