Influence of Anisotropy and Nonhomogeneity on Stability Analysis of Fissured Slopes Subjected to Seismic Action

Table 1

Comparison of the stability factor γH/c between upper bound results of Utili [1] and the results of this study.

φ (°)	H1/H	γH/c
		Utili [1]	This study
10°	0.2	3.92	3.91
	0.4	3.39	3.38
	0.6	2.96	2.97
	0.8	2.63	2.65
20°	0.2	4.70	4.69
	0.4	4.06	4.06
	0.6	3.55	3.56
	0.8	3.15	3.17