Evaluate the Probability of Failure in Rainfall-Induced Landslides Using a Fuzzy Point Estimate Method

Figure 8

Results of water content, suction stress, and failure probability in the loam slope at 0, 12, 24, and 48 hours under rainfall conditions (a) at the top of the slope, (b) middle of the slope, and (c) toe of the slope.

(a)

(b)

(c)