Slope Stability Analysis of Earth-Rockfill Dams Using MGA and UST

Table 2

Slope safety factors evaluated by different failure criteria.

	0	0.2	0.4	0.6	0.8	1
Nonlinear
,	0.3007	0.3007	0.3007	0.3007	0.3007	0.3007
	1.1110	1.1170	1.1216	1.1251	1.1279	1.1302
	1.1649	1.1668	1.1681	1.1688	1.1692	1.1694
	1.1895	1.1910	1.1920	1.1926	1.1931	1.1932
	1.1976	1.1989	1.2000	1.2011	1.2019	1.2026
	1.1944	1.1944	1.1944	1.1944	1.1944	1.1944
Linear
	0.9390	0.9700	0.9930	1.0109	1.0252	1.0368
,	0.2814	0.2885	0.2938	0.2979	0.3012	0.3039
,	1.0583