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

Table 2

Mechanical properties of soil (MnDOT Pavement Design Manual, 2007).

Soil type	(-)	(kPa)	(°)	(kPa)	(-)
Loam	2.65	10	35	15,000	0.30
Silt	2.70	15	30	10,000	0.35