Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure

Table 2

Variation of the ultimate loads and the distribution of the sliding belt with different soil parameters.

(kPa), (°), (kN/m^3), (m)		Ultimate load (kPa)		(m)	(m)
		Rigid region	Plastic region
		83.23	84.86	2.25	1.14
		79.99	93.97	2.29	0.99
		77.54	107.25	2.32	0.87
		71.91	125.62	2.34	0.77
		53.52	78.61	2.33	0.85
		77.54	107.25	2.32	0.87
		110.57	191.98	2.31	0.89
		198.88	331.25	2.30	0.92
		54.22	75.89	2.39	0.79
		77.54	107.25	2.32	0.87
		108.52	198.55	2.28	1.03
		163.35	387.97	2.26	1.12