Investigation on the Stability of Fissured Slopes Reinforced with Anchor Cables under Seismic Action

Table 1

Comparison of the slope safety factor F_S with different arrangements X_E of anchor cables.

XE (m)	FS
	Simplified Bishop method [16]	LE method [16]	This study
2.0	1.246	1.243	1.249
3.0	1.226	1.225	1.230
4.0	1.206	1.209	1.213
5.0	1.185	1.194	1.195
6.0	1.164	1.179	1.176