Laboratory Experiment and Numerical Analysis on the Precursory Hydraulic Process of Rainfall-Induced Slope Failure

Figure 7

Seepage flow modeling results corresponding to elapsed times of (a) 30 min; (b) 60 min; (c) 128 min (at 4th failure); (d) 239 min (at 5th failure).

(a)

(b)

(c)

(d)