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

Table 2

Sizes of ANSYS model piles.

Stake	α angle α/°	Height of plate H/mm	Length of pile L/mm	Diameter of pile d/mm	Diameter of plate D/mm	Distance from plate to pile top L1/mm
P1	30	693	7200	500	1700	2000
P2	35	840	7200	500	1700	2000
P3	40	1007	7200	500	1700	2000
P4	45	1200	7200	500	1700	2000