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Study on the Full-Time Stress Evolution Law of Cemented Rock-Tailings Filling Body in Deep Phosphate Mine
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Qiancheng SUN1, Qingwen WANG1, Youcai YANG2, Minzong ZHENG3, Zongjun ZHU2, Wang HE1
Mining Research and Development | 2025, 45(4) : 1 - 8
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Mining Research and Development | 2025, 45(4): 1-8
Study on the Full-Time Stress Evolution Law of Cemented Rock-Tailings Filling Body in Deep Phosphate Mine
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Qiancheng SUN1, Qingwen WANG1, Youcai YANG2, Minzong ZHENG3, Zongjun ZHU2, Wang HE1
Affiliations
  • 1.Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang, Hubei 443002, China
  • 2.Hubei Shanshuya Mining Co., Ltd., Yichang, Hubei 443100, China
  • 3.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
Published: 2025-04-25
Outline
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In response to the engineering difficulties of strength design of filling body during deep phosphate mining, a combination of on-site monitoring and numerical simulation was used to monitor the stress of the cemented backfill in the full-time (filling stage, curing stage, bearing stage) of the mining site, so as to obtain the internal stress evolution law of the filling body. Numerical simulation analysis shows that after the first stage of mining and filling is completed, the stress is mainly generated by the reserved pillar bearing the overlying rock mass. After the completion of the second stage of mining and filling, the stress distribution of the filling body in the mining area is uneven, with a stress distribution pattern of “large in the middle and small at both sides” inside the filling body. The average stress on the filling pillars is 3.0 MPa. The on-site measured data analysis shows that the filling body is a passive bearing body, and it gradually begins to bear after blasting and mining the adjacent pillars of the filling body. After the back filling of the side pillar of the filling body, the maximum vertical stress reached 0.714 MPa. The mining area adopts a filling body with a design strength of 3.0 - 3.5 MPa, which can resist the disturbance stress generated by blasting mining, and the filling body is in a stable state.

Strength of filling body  /  Stress evolution  /  Numerical simulation  /  Deep phosphate mine
孙钱程, 王庆文, 杨友才, 郑民总, 朱宗俊, 贺旺. 深部磷矿废石尾砂胶结充填体全时序应力演化规律研究. 矿业研究与开发, 2025 , 45 (4) : 1 -8 .
Qiancheng SUN, Qingwen WANG, Youcai YANG, Minzong ZHENG, Zongjun ZHU, Wang HE. Study on the Full-Time Stress Evolution Law of Cemented Rock-Tailings Filling Body in Deep Phosphate Mine[J]. Mining Research and Development, 2025 , 45 (4) : 1 -8 .
Year 2025 volume 45 Issue 4
75
29
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  • Receive Date:2024-10-24
  • Online Date:2026-10-30
  • Published:2025-04-25
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  • Received:2024-10-24
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Affiliations
    1.Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang, Hubei 443002, China
    2.Hubei Shanshuya Mining Co., Ltd., Yichang, Hubei 443100, China
    3.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, 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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