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

Table 3

Parameters of the interface element.

Items	(N/m^3)	(N/m^3)	(kPa)	(°)
Silty clay	1 × 10^8	1.18 × 10^6	9.75	9.1
Fine sand	1 × 10^8	8.9 × 10^6	1.3	21.45