Influence of the α Angle of Flexible Concrete Expanded-Plate Piles on the Bearing Capacity under Horizontal Load

Table 3

Parameters of ANSYS model soil.

Materials	Density t/mm^3	Modulus of elasticity (MPa)	Poisson ratio	Cohesive force (MPa)	Friction angle (°)	Coefficient of friction
Concrete R	2.5e − 9	1e4	0.2	—	10.7	0.4
Clay	1.8e − 9	25	0.35	0.04355	10.7	0.4