New Method for Calculating the Settlement of Single Pile and Pile Group in Soft Soil Area

Table 2

The correlation coefficient under different pile top loads.

P (kN)	4800	7200	14400	18000	20400	22800	24000	25200
R^2	0.8617	0.9688	0.9622	0.9496	0.9683	0.9742	0.9747	0.9722