Numerical Simulation and Application of Zero-Thickness Contact Surface Element with Variable Shear Stiffness on Pile Foundation

Table 4

Model parameter values obtained by interpolation using different interval regions.

Interval range (kPa)	χ	(mm)	D	C
33	9.591	2.5	0.44547	3.46615
66	10.682	2.5	0.39395	3.21100
85	11.394	2.5	0.38132	3.17151