Comparison on the Horizontal Behaviors of Lattice-Shaped Diaphragm Wall and Pile Group under Static and Seismic Loads

Table 2

Static and dynamic parameters of structure and bed soil.

Items	Density (kg/m^3)	Cohesion (kPa)	Friction angle (°)	Poisson’s ratio	Elasticity modulus (MPa)	Damping ratio
Wall/pile	2500	—	—	0.2	30000	0.05
Silty clay	1600	15	14	0.4	1.28	0.05
Fine sand	1800	2	33	0.33	24.28	0.05