Fig. 13
From: Integrated method for fragility assessment of railway embankments under rainfall-induced landslides
Variation of failure volume and FOS with cumulative rainfall at the following intensities: a 0.02 m/day, b 0.04 m/day, c 0.08 m/day, d 0.1 m/day, and e 0.2 m/day. Representation of a complete set of failure volumes that have an FOS less than 1.5 with cumulative rainfall at the following intensities: f 0.02 m/day, g 0.04 m/day, h 0.08 m/day, i 0.1 m/day, and j 0.2 m/day