Landslide Failure Mechanisms of Dispersive Soil Slopes in Seasonally Frozen Regions

Table 6

Results of stability analysis.

Working condition	Method	Stability coefficient
Condition 1	Swedish method	0.880
	Bishop method	0.883
Condition 2	Swedish method	4.811
	Bishop method	4.939
Condition 3	Swedish method	3.046
	Bishop method	3.094