Numerical Analysis of Slope Stability under Reservoir Water Level Fluctuations Using a FEM-LEM-Combined Method

Table 3

The safety factor of the profiles during the fast impoundment condition.

Profile	Time (day)	0-th	2-th	4-th	6-th	8-th	10-th	12-th	14-th
I-I	Overall Fs	1.204	1.202	1.200	1.199	1.197	1.195	1.194	1.191
	Local Fs	1.106	1.117	1.127	1.139	1.152	1.161	1.163	1.163
II-II	Overall Fs	1.196	1.194	1.193	1.191	1.190	1.188	1.186	1.184
	Local Fs	1.169	1.165	1.160	1.155	1.157	1.150	1.142	1.135