Analytical Evaluation of Reinforced Concrete Pier and Cast-in-Steel-Shell Pile Connection Behavior considering Steel-Concrete Interface

Table 1

Properties of the reference model.

(mm)						(MPa)	(MPa)	(MPa)		F.C.
1,372	0.9	100	4	2	2.11	34.5	344.5	413.4	0.1	0.47