Numerical Simulation Study on Lateral Displacement of Pile Foundation and Construction Process under Stacking Loads

Table 1

Information of soil.

Name	Thickness of soil	Deformation modulus; (MPa)	Poisson’s ratio	Unit weight; (kN/m^3)	Cohesive; (kPa)	Internal friction angle
Filling	= 5 m	10	0.35	18	15	15
Mucky soil	= 5 m	9	0.43	16.4	25	14.5
Clay	= 10 m	60	0.25	18	35	25
Pile	= 14 m	40000	0.2	25