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

Table 1

Safety factor by different methods.

Method	F
	h = 2 m	h = 6 m	h = 10 m
Dynamic time history method [29]	1.34	0.87	0.25
Standard method	1.36	1.01	0.82
Analytical method	1.34	0.97	0.74