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Numerical Simulation of Three-dimensional Seepage Deformation and Stability of Unsaturated Soil Landslide under Different Rainfall Conditions
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Xiao-xia GAO1, Wen-hua ZHA1, *, Xin-ju QI2, Tao XU1, Chao JI2
Science Technology and Engineering | 2025, 25(20) : 8445 - 8454
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Science Technology and Engineering | 2025, 25(20): 8445-8454
Papers·Mining and Metallurgical Engineering
Numerical Simulation of Three-dimensional Seepage Deformation and Stability of Unsaturated Soil Landslide under Different Rainfall Conditions
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Xiao-xia GAO1, Wen-hua ZHA1, *, Xin-ju QI2, Tao XU1, Chao JI2
Affiliations
  • 1 School of Civil and Architectural Engineering, East China University of Technology, Nanchang 330013, China
  • 2 Geographic Information Engineering Brigade of Jiangxi Provincial Geological Bureau, Nanchang 330013, China
Published: 2025-07-18 doi: 10.12404/j.issn.1671-1815.2408411
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Rainfall is one of the main factors affecting landslide stability. To explore the deformation and stability laws of unsaturated soil landslides under different rainfall conditions, based on the theory of saturation-unsaturation and the intensity reduction method, focused on a traction landslide in eastern Jiangxi. The rock and soil parameters of the landslide hazard body were determined through field investigations and laboratory tests. AutoCAD software was used to restore the terrain and geological conditions of the Tongshan landslide in Xishan Village, Zhengfang Town, as accurately as possible. A three-dimensional mathematical model of seepage-deformation coupling for the landslide was established. The dynamic process of seepage deformation and stability of the unsaturated soil landslide under various rainfall conditions (different intensities, durations, and post-rain stoppage) was simulated. The results indicate that the pore water pressure at the slope surface increases gradually with rainfall intensity and duration. The drainage velocity increases, the saturated zone gradually transforms into the unsaturated zone, and the displacement and deformation increase progressively. After the rainfall stops, leakage in the landslide hazard body exhibits a delayed response. The displacement deformation after continuous rainfall first increases and then decreases, while the displacement following intermittent rainfall shows periodicity during the short-term post-rain stoppage period. In terms of landslide stability, the reduction trend of the stability coefficient of the slope body strength under different rainfall intensities and durations is similar, but the stability coefficient under the same intensity varies, with the overall trend showing a gradual decrease with increased duration. After the rain stopped, the stability coefficient of the uniform rainfall slope body decreases initially and then increases, whereas the stability of the intermittent rainfall slope body exhibits periodic variations.

different rainfall conditions  /  unsaturated soil landslide  /  seepage-deformation coupling  /  strength reduction stability coefficient  /  numerical simulation analysis
Xiao-xia GAO, Wen-hua ZHA, Xin-ju QI, Tao XU, Chao JI. Numerical Simulation of Three-dimensional Seepage Deformation and Stability of Unsaturated Soil Landslide under Different Rainfall Conditions[J]. Science Technology and Engineering, 2025 , 25 (20) : 8445 -8454 . DOI: 10.12404/j.issn.1671-1815.2408411
Year 2025 volume 25 Issue 20
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Article Info
doi: 10.12404/j.issn.1671-1815.2408411
  • Receive Date:2024-11-11
  • Online Date:2026-05-13
  • Published:2025-07-18
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  • Received:2024-11-11
  • Revised:2025-04-28
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Affiliations
    1 School of Civil and Architectural Engineering, East China University of Technology, Nanchang 330013, China
    2 Geographic Information Engineering Brigade of Jiangxi Provincial Geological Bureau, Nanchang 330013, 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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