Probabilistic Risk Assessment of Slope Failure in 3-D Spatially Variable Soils by Finite Element Method

Table 4

Quantitative risk assessment on landslide considering spatially variable soils.

Case ID	Θx m	Risk assessment
		R > 0.8 (%)	R > 0.85 (%)	R > 0.9 (%)
Case 1	2	100	100.0	86
Case 2	10	98.3	83.5	5.3
Case 3	50	6.7	1.0	0
Case 4	1000	12.0	1.3	0.3