Reinforcement Strain and Potential Failure Surface of Geogrid Reinforced Soil-Retaining Wall under Horizontal Seismic Loading

Table 3

Loading cases of specimen 1.

Case number	Input wave	PGA (g)	Model scale	Case code
1	White Noise	0.05	1	WN
	WL	0.2	10	WL0.2 g
2	White Noise	0.05	1	WN
	EL	0.2	10	EL0.2 g
3	White Noise	0.05	1	WN
	WL	0.4	10	WL0.4 g
4	White Noise	0.05	1	WN
	EL	0.4	10	EL0.4 g
5	White Noise	0.05	1	WN
	WL	0.8	10	WL0.8 g
6	White Noise	0.05	1	WN
	EL	0.8	10	EL0.8 g
7	White Noise	0.05	1	WN
	WL	1.2	10	WL1.2 g
8	White Noise	0.05	1	WN
	EL	1.2	10	EL1.2 g
9	White Noise	0.05	1	WN
	WL	1.6	10	WL1.6 g