Shaking Table Study on the Seismic Performance of Geogrid Reinforced Soil Retaining Walls

Table 3

Loading cases.

Case number	Input wave	PGA (g)	Model scale	Case code
1, 2	WL, EL	0.1	4	WL0.1 g, EL0.1 g
3, 4	WL, EL	0.1	2	WL0.1 g, EL0.1 g
5, 6	WL, EL	0.2	4	WL0.2 g, EL0.2 g
7, 8	WL, EL	0.2	2	WL0.2 g, EL0.2 g
9, 10	WL, EL	0.4	4	WL0.4 g, EL0.4 g
11, 12	WL, EL	0.4	2	WL0.4 g, EL0.4 g
13, 14	WL, EL	0.6	4	WL0.6 g, EL0.6 g
15, 16	WL, EL	0.6	2	WL0.6 g, EL0.6 g
17, 18	WL, EL	0.8	4	WL0.8 g, EL0.8 g
19, 20	WL, EL	0.8	2	WL0.8 g, EL0.8 g
21, 22	WL, EL	1.0	4	WL1.0 g, EL1.0 g
23, 24	WL, EL	1.0	2	WL1.0 g, EL1.0 g