Analysis of Rainfall-Induced Slope Stability using Probabilistic and FEM Hydro-Mechanical Coupling
In this research, an integrated approach combining random fields and FEM hydro-mechanical coupling was employed to investigate the occurrence of shallow landslides near the slope surface during and after rainfall events. The related Python script to generate random fields and Plaxis input codes are included.
Multiscale and probabilistic modelling of progressive slope failure
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