Displacement of Pile-Reinforced Slopes with a Weak Layer Subjected to Seismic Loads

Table 3

Results of cumulative displacement for slopes with a weak layer with and without piles.

		Without piles		With piles
		Slope	Slope	Slope	Slope	Slope	Slope	Slope	Slope
		—	—	0.9	0.9	0.85	0.85	0.8	0.8
		0.145	0.122	0.257	0.172	0.273	0.190	0.294	0.211
(cm)	Imperial Valley-06	16.89	29.49	0.324	8.54	0.068	5.422	0.006	2.907
	Kobe	42.43	67.59	1.673	23.20	1.002	15.17	0.415	8.428
	Parkfield-02	49.13	68.45	8.845	30.99	6.490	23.06	3.955	16.75