Articles | Volume 24, issue 5
https://doi.org/10.5194/nhess-24-1741-2024
© Author(s) 2024. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/nhess-24-1741-2024
© Author(s) 2024. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Analysis of three-dimensional slope stability combined with rainfall and earthquake
Jiao Wang
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
University of Chinese Academy of Sciences, Beijing 100049, China
Zhangxing Wang
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
University of Chinese Academy of Sciences, Beijing 100049, China
Guanhua Sun
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
University of Chinese Academy of Sciences, Beijing 100049, China
Hongming Luo
CORRESPONDING AUTHOR
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
University of Chinese Academy of Sciences, Beijing 100049, China
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Cited
15 citations as recorded by crossref.
- Seismic Loading and Reinforcement Effects on the Dynamic Behavior of Soil Slopes V. Ghutke et al. https://doi.org/10.26552/com.C.2025.008
- Study on the Stability of High and Steep Slopes of Open-Air Dump with Various Slope Ratios Under Rainfall Conditions F. Zi et al. https://doi.org/10.3390/app15062965
- Cumulative deformation of seepage-eroded siliceous mudstone coarse-grained soils under cyclic loading L. Zhang et al. https://doi.org/10.1016/j.trgeo.2025.101658
- Optimal control approach to slope stability analysis under complex conditions: A case study of a shield tunnel beneath a slope reinforced with anti-slide piles P. Jang et al. https://doi.org/10.1016/j.undsp.2026.06.004
- Mechanisms of landslide–bridge interaction and cascading failure: A sequential coupled 3D FEM-DEM investigation of the Sibuhe Landslide, Chongqing, China B. Liu et al. https://doi.org/10.1016/j.enggeo.2026.109078
- Three-Dimensional Numerical Simulation of Slope Stability Under Multiple Loading Conditions for the North Bank Anchorage of the Yellow River Three Gorges Rotating-Cable Suspension Bridge Y. Zhu et al. https://doi.org/10.3390/app16104752
- Effect of the relative bridge-landslide orientation on the seismic behaviour of a bridge E. Cernuto et al. https://doi.org/10.1016/j.soildyn.2025.109899
- Slope stability and surface displacement analysis of the Kuther Landslide in the Dehar Watershed, Himachal Himalaya, Northern India A. Kumar et al. https://doi.org/10.1007/s44288-024-00107-0
- Spatiotemporal analysis of pedestrian solar radiation exposure in urban mountain parks X. Zhou et al. https://doi.org/10.1016/j.buildenv.2026.115145
- Global research trends in seismic landslide: A bibliometric analysis M. Yang et al. https://doi.org/10.1016/j.eqrea.2024.100329
- Seismic slope stability: a detailed review of recent advances in fundamental science, modelling and mitigation strategies V. Doddamani & A. Ray https://doi.org/10.1080/19475705.2026.2649638
- Assessing landslide susceptibility mapping in the Sikkim Himalayas using an ensemble machine learning approach I. Poddar & R. Roy https://doi.org/10.1007/s44288-025-00375-4
- Boundary-independent Finite Element Analysis of Soil-nailed Layered Slopes with Dimensionless Stability Indices Under Seismic Loading Conditions J. Singh et al. https://doi.org/10.1007/s40515-026-00947-y
- Stability Analysis and Treatment of Pebble Soil Slopes Under Rainfall and Earthquake Conditions B. Wang et al. https://doi.org/10.3390/su172310754
- Extreme scenario-based risk assessment of landslide-induced impulse wave from spoil disposal slope instability in hy-dropower projects H. Xiao et al. https://doi.org/10.3389/feart.2026.1796489
15 citations as recorded by crossref.
- Seismic Loading and Reinforcement Effects on the Dynamic Behavior of Soil Slopes V. Ghutke et al. https://doi.org/10.26552/com.C.2025.008
- Study on the Stability of High and Steep Slopes of Open-Air Dump with Various Slope Ratios Under Rainfall Conditions F. Zi et al. https://doi.org/10.3390/app15062965
- Cumulative deformation of seepage-eroded siliceous mudstone coarse-grained soils under cyclic loading L. Zhang et al. https://doi.org/10.1016/j.trgeo.2025.101658
- Optimal control approach to slope stability analysis under complex conditions: A case study of a shield tunnel beneath a slope reinforced with anti-slide piles P. Jang et al. https://doi.org/10.1016/j.undsp.2026.06.004
- Mechanisms of landslide–bridge interaction and cascading failure: A sequential coupled 3D FEM-DEM investigation of the Sibuhe Landslide, Chongqing, China B. Liu et al. https://doi.org/10.1016/j.enggeo.2026.109078
- Three-Dimensional Numerical Simulation of Slope Stability Under Multiple Loading Conditions for the North Bank Anchorage of the Yellow River Three Gorges Rotating-Cable Suspension Bridge Y. Zhu et al. https://doi.org/10.3390/app16104752
- Effect of the relative bridge-landslide orientation on the seismic behaviour of a bridge E. Cernuto et al. https://doi.org/10.1016/j.soildyn.2025.109899
- Slope stability and surface displacement analysis of the Kuther Landslide in the Dehar Watershed, Himachal Himalaya, Northern India A. Kumar et al. https://doi.org/10.1007/s44288-024-00107-0
- Spatiotemporal analysis of pedestrian solar radiation exposure in urban mountain parks X. Zhou et al. https://doi.org/10.1016/j.buildenv.2026.115145
- Global research trends in seismic landslide: A bibliometric analysis M. Yang et al. https://doi.org/10.1016/j.eqrea.2024.100329
- Seismic slope stability: a detailed review of recent advances in fundamental science, modelling and mitigation strategies V. Doddamani & A. Ray https://doi.org/10.1080/19475705.2026.2649638
- Assessing landslide susceptibility mapping in the Sikkim Himalayas using an ensemble machine learning approach I. Poddar & R. Roy https://doi.org/10.1007/s44288-025-00375-4
- Boundary-independent Finite Element Analysis of Soil-nailed Layered Slopes with Dimensionless Stability Indices Under Seismic Loading Conditions J. Singh et al. https://doi.org/10.1007/s40515-026-00947-y
- Stability Analysis and Treatment of Pebble Soil Slopes Under Rainfall and Earthquake Conditions B. Wang et al. https://doi.org/10.3390/su172310754
- Extreme scenario-based risk assessment of landslide-induced impulse wave from spoil disposal slope instability in hy-dropower projects H. Xiao et al. https://doi.org/10.3389/feart.2026.1796489
Saved (final revised paper)
Latest update: 19 Sep 2026
Short summary
With a simplified formula linking rainfall and groundwater level, the rise of the phreatic surface within the slope can be obtained. Then, a global analysis method that considers both seepage and seismic forces is proposed to determine the safety factor of slopes subjected to the combined effect of rainfall and earthquakes. By taking a slope in the Three Gorges Reservoir area as an example, the safety evolution of the slope combined with both rainfall and earthquake is also examined.
With a simplified formula linking rainfall and groundwater level, the rise of the phreatic...
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