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Study on Dynamic Variation of Dump Slope Stability After Long Duration Rainfall
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Zeng MA1, 2, 3, Hanqiang FEI1, 2, 3, Chunhui SUN1, 2, 3, Huansha HE1, 2, 3, Xiaoming NIU1, 2, 3, Xu WANG1, 2, 3
Mining Research and Development | 2025, 45(7) : 169 - 176
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Mining Research and Development | 2025, 45(7): 169-176
Study on Dynamic Variation of Dump Slope Stability After Long Duration Rainfall
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Zeng MA1, 2, 3, Hanqiang FEI1, 2, 3, Chunhui SUN1, 2, 3, Huansha HE1, 2, 3, Xiaoming NIU1, 2, 3, Xu WANG1, 2, 3
Affiliations
  • 1.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 2.State Key Laboratory of Metal Mine Safety Technology, Changsha,Hunan 410012, China
  • 3.Hunan Engineering Research Center of Prevention and Management of Mine Geological Hazard and Environmental Reconstruction, Changsha, Hunan 410012, China
Published: 2025-07-25
Outline
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In order to reveal the dynamic variation law of seepage field and stability of the dump slope under long duration rainfall, a case study of the dump in the Democratic Republic of the Congo was conducted. Based on the saturated-unsaturated soil mechanics theory, Geo-Studio software was used to simulate the seepage field of groundwater and perform the limit equilibrium analysis of the dump slope after long duration rainfall. The results show that the rainfall is mainly vertical infiltration in the initial stage, and it is mainly lateral infiltration in the later stage. The initial water level rises rapidly, and gradually decreases after 2 d of rainfall, and tends to be stable after 25 d. Under the condition of short duration rainfall, the safety factor of slope fluctuates whereas under prolonged rainfall, it initially decreases and then increases, and the minimum safety factor appears about 4 d after rainfall. The impact of rainfall on the stability of dump slope has a certain degree of persistence and hysteresis, and safety prevention and control measures should be taken for the slope with poor initial stability.

Dump  /  Long duration rainfall  /  Seepage field  /  Slope stability  /  Hysteresis
马增, 费汉强, 孙春辉, 何环莎, 牛小明, 王旭. 长历时降雨后排土场边坡稳定性动态变化研究. 矿业研究与开发, 2025 , 45 (7) : 169 -176 .
Zeng MA, Hanqiang FEI, Chunhui SUN, Huansha HE, Xiaoming NIU, Xu WANG. Study on Dynamic Variation of Dump Slope Stability After Long Duration Rainfall[J]. Mining Research and Development, 2025 , 45 (7) : 169 -176 .
Year 2025 volume 45 Issue 7
93
46
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  • Receive Date:2025-01-23
  • Online Date:2026-10-28
  • Published:2025-07-25
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  • Received:2025-01-23
Affiliations
    1.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
    2.State Key Laboratory of Metal Mine Safety Technology, Changsha,Hunan 410012, China
    3.Hunan Engineering Research Center of Prevention and Management of Mine Geological Hazard and Environmental Reconstruction, 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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