A Novel Incipient Evaluation Method for Postconstruction Settlement by Using a Statistic Approach with Time-Extended Loading Test

Table 2

The field test conditions.

Section	Pile type	Pile diameter	Pile length	Pile spacing	Bearing capacity [kPa]	Plate diameter [m]	Plate area	The design maximum loading value	Maximum load
1	cement mixing pile	0.5	13	1.2	120	1.26	1.25	240	300.00
2	CFG pile I	0.4	20	1.8	310	1.89	2.81	465	1306.65
3	CFG pile II	0.5	12	2.0	280	2.10	3.46	420	1453.20