A Local Design Method for Pile Foundations

Table 3

Vertical bearing capacity and axial stiffness of piles in the soils of the eastern area of Naples (2018).

Pile type
Bored	11.7	0.27	1.56	0.09
CFA	37.5	0.25	1.46	0.08
Driven	78.2	0.13	1.38	0.16
FDP	51.5	0.33	1.44	0.07