Study on Impact Behavior and Impact Force of Bridge Pier Subjected to Vehicle Collision

Table 4

Corresponding parameters of MAT_SOIL_AND_FOAM [17].

RO	G	BULK	A0	A1	A2	PC	VCR	REF	EPS1
	76.9		0.0	0.0	0.467		0.0	0.0	0.0
EPS2	EPS3	EPS4	EPS5	EPS6	EPS7	EPS8	EPS9	EPS10	P1
0.113	0.176	0.246	0.296	0.352	0.395	0.433	0.467	0.47	0.0
P2	P3	P4	P5	P6	P7	P8	P9	P10
14.98	29.15	59.18	98.10	179.44	289.44	450.20	650.65	800.0