Analytical Computation of Sandy Slope Stability under the Groundwater Seepage and Earthquake Conditions

Table 2

Safety factor by different methods.

Method	F
	h = 3 m	h = 6 m	h = 9 m
Dynamic time history method	1.22	1.09	1.02
Standard method [31]	1.27	1.22	1.17
Analytical method	1.20	1.04	0.96