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Study on Shaking Table Test of Drainage Well in Tailings Pond
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Jiani ZHU1, 2, Yao WANG1, 2, Zuoan WEI1, 2, Ting LU1, 2, Yonghao YANG3, Xueyi ZHANG1, 2
Mining Research and Development | 2025, 45(5) : 175 - 183
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Mining Research and Development | 2025, 45(5): 175-183
Study on Shaking Table Test of Drainage Well in Tailings Pond
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Jiani ZHU1, 2, Yao WANG1, 2, Zuoan WEI1, 2, Ting LU1, 2, Yonghao YANG3, Xueyi ZHANG1, 2
Affiliations
  • 1.State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China
  • 2.School of Resources and Safety Engineering, Chongqing University, Chongqing 400044, China
  • 3.State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China
Published: 2025-05-25
Outline
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Drainage well is an important safety facility in tailings pond, its stability is related to the safety of tailings pond. Based on the similarity principle, the dynamic response characteristics and variation law of the drainage wells in tailings pond under different seismic accelerations and different buried depths were systematically studied by shaking table test. The results show that when the peak seismic acceleration increases from 0.315g to 1.5g, the acceleration amplification coefficient in the drainage wellbore increases first and then decreases, and the well wall gradually changes from elasticity to elastoplasticity, and the stiffness gradually decays. Under the action of 1.5g peak seismic acceleration, the maximum relative displacement of the drainage well under the full-buried condition is 0.967 mm, which is much smaller than that under the non-buried condition of 5.295 mm, indicating that under the action of seismic, the tailings around the drainage well play a stabilizing role in the drainage wellbore, and the seismic performance of the drainage well is improved. In the process of increasing the peak seismic acceleration from 0.315g to 1.5g, the first-order frequency of the drainage well under the non-buried, semi-buried and full-buried conditions decreases by 29.17%, 27.05% and 22.74%, respectively compared with the initial natural frequency, and the stiffness of the drainage well degrades fastest under the non-buried condition. Under the action of seismic, the strain peaks at different positions in the wellbore are positively correlated with the peak seismic acceleration. The maximum strain value appears at the bottom of the drainage well, indicating that it is most vulnerable to vibration damage. The seismic performance of the bottom of the drainage well should be enhanced in the design.

Tailings pond  /  Drainage well  /  Shaking table test  /  Dynamic response characteristic  /  Seismic acceleration  /  Similarity principle
朱佳妮, 王瑶, 魏作安, 路停, 杨永浩, 张雪怡. 尾矿库排水井的振动台试验研究. 矿业研究与开发, 2025 , 45 (5) : 175 -183 .
Jiani ZHU, Yao WANG, Zuoan WEI, Ting LU, Yonghao YANG, Xueyi ZHANG. Study on Shaking Table Test of Drainage Well in Tailings Pond[J]. Mining Research and Development, 2025 , 45 (5) : 175 -183 .
Year 2025 volume 45 Issue 5
56
28
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Article Info
  • Receive Date:2024-07-25
  • Online Date:2026-10-30
  • Published:2025-05-25
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  • Received:2024-07-25
Funding
Affiliations
    1.State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China
    2.School of Resources and Safety Engineering, Chongqing University, Chongqing 400044, China
    3.State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, 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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