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Three-dimensional Seismic Dynamic Response of Renovation Project of a Uranium Tailings Pond
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Daping GUO1, Junshuang JI2, Yulei LI1, Liangcai HU1, Zhehui LI1, Ning ZHANG1
Uranium Mining and Metallurgy | 2024, 43(4) : 94 - 105
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Uranium Mining and Metallurgy | 2024, 43(4): 94-105
SAFETY AND ENVIRONMENT PROTECTION
Three-dimensional Seismic Dynamic Response of Renovation Project of a Uranium Tailings Pond
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Daping GUO1, Junshuang JI2, Yulei LI1, Liangcai HU1, Zhehui LI1, Ning ZHANG1
Affiliations
  • 1 The Fourth Research and Design Engineering Corporation, CNNC, Shijiazhuang 050021, China
  • 2 Hebei Water Conservancy Planning and Design Institute Co., Ltd., Shijiazhuang 050011, China
Published: 2024-11-20 doi: 10.13426/j.cnki.yky.2024.04.06
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Uranium tailings pond is a major safety and environmental hazard, and it is very important to ensure the safety and reliability under all conditions (including extreme disaster condition). Seismic condition is an important extraordinary working condition affecting the safety of uranium tailings ponds. Focused on the renovation project of a uranium tailings pond, the three-dimensional dynamic finite element method is applied to simulate and analyze seismic condition of uranium tailings pond for the first time. HS small model and UBC3D-PLM model constitutive model are selected to simulate and analyze a uranium tailings pond by dynamic finite element method. Seismic wave characteristic parameters and tailings dynamic characteristic parameters are taken into the finite element seismic dynamic simulation calculation, and the extreme conditions of rare earthquake are considered in the calculation, the displacement nephogram, acceleration nephogram, acceleration time history curve, potential liquefaction range and incremental displacement nephogram are obtained. The results show that the displacement of the dam body increases continuously under earthquake action, and the displacements of dam body decrease obviously after the implementation of the renovation project; there is no obvious change in the acceleration response caused by the renovation project; the liquefaction area is mainly distributed in the slope of the filled dam below the rock-filled platform, mainly in shallow layers (depth of about 3~6 m), and the improvement of liquefaction is limited. The stability safety factor of the dam body under rare earthquake increases from 0.975 to 1.061, the security of rare earthquake condition gets fundamental improvement.

uranium tailings pond  /  renovation project  /  dynamic stability  /  acceleration response  /  three-dimensional numerical simulation  /  finite element analysis  /  liquefaction
Daping GUO, Junshuang JI, Yulei LI, Liangcai HU, Zhehui LI, Ning ZHANG. Three-dimensional Seismic Dynamic Response of Renovation Project of a Uranium Tailings Pond[J]. Uranium Mining and Metallurgy, 2024 , 43 (4) : 94 -105 . DOI: 10.13426/j.cnki.yky.2024.04.06
Year 2024 volume 43 Issue 4
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doi: 10.13426/j.cnki.yky.2024.04.06
  • Receive Date:2024-04-10
  • Online Date:2025-07-04
  • Published:2024-11-20
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  • Received:2024-04-10
Affiliations
    1 The Fourth Research and Design Engineering Corporation, CNNC, Shijiazhuang 050021, China
    2 Hebei Water Conservancy Planning and Design Institute Co., Ltd., Shijiazhuang 050011, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

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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