Fig. 7From: Modelling of flowslides and debris avalanches in natural and engineered slopes: a reviewResults of numerical modelling for seepage and slope stability analysis. a) Pore water pressure computed at failure (FS: Factor of Safety equal to 1) for different slope schemes (1–3), b) pore water pressure versus time at a representative point along the slip surface for each slope, c) Factor of Safety versus time for the slip surfaces (S1-S3) (Cascini et al., 2010)Back to article page