Fig 1.
Comprehensive map of landslide location, topography, and monitoring data.
Fig 2.
The architecture of CNN.
Fig 3.
The architecture of HRHN.
Fig 4.
Flow chart of the time-dependent reliability analysis using deep learning (DL).
Fig 5.
Seepage and stability model of the baishuihe landslide.
Table 1.
The values of physical and mechanical parameters of rock and soil mass.
Table 2.
Van Genuchten model fitting parameters of the landslide mass.
Fig 6.
Influence of Horizontal and Non-Horizontal principal directions in the anisotropic random field of friction angle on landslide failure probability.
Fig 7.
Effect of structural direction angle on slope reliability (Horizontal vs. Non-Horizontal).
Table 3.
Standard values of random field parameters.
Table 4.
Input variables for failure probability interval.
Fig 8.
Time-dependent failure probability of the baishuihe landslide.
Fig 9.
Comparison of predictions from two models with actual values.
Table 5.
Model evaluation metrics.
Fig 10.
Evolution of failure probability predicted by the HRHN model.