Kinematical Limit Analysis for a Slope Reinforced with One Row of Stabilizing Piles

Table 1

Comparisons of the detailed results in Figure 2 of the present method and an existing method.

Examples		Present method		Yamagami et al., 2000
		(a1)	1	0.2333	0.9483	0.0829	0.6265
(a2)	0.25	0.1385	0.7500	0.1268	0.8945
(b)	0.615	0.1974	0.6006	0.1127	0.6686