Seismic Response of a Bridge Pile Foundation during a Shaking Table Test

Table 4

Model soil parameters.

Soil layer	Density (g/cm^3)	Moisture content (%)	Compression modulus (MPa)	Void ratio	Cohesion (kPa)	Internal friction angle (°)
Mucky clay	1.73	46.1	3.30	1.28	8.5	6
Coarse sand	1.89	16.1	4.05	0.62	—	—
Gravel	1.94	23.2	4.68	0.68	—	—