Stability Analysis of Three-Dimensional Slopes Considering the Earthquake Force Direction

Table 5

Comparison of F and DOS for Example 3.

model	Slope angle to x-axis(°)	F	Difference (%)	DOS
				expected	obtained
1	0	2.1987	0.001	0.001	0.01
2	10	2.1989	0.009	10.00	9.80
3	20	2.1986	0.005	20.00	19.93
4	30	2.2000	0.056	30.00	29.94