Optimization Method of Reducing the Differential Settlements of Piled Raft Foundations Based on Pile-to-Pile Interaction Theory

Table 6

Pile length corresponding to different pile numbers in Figure 9 (Case 1).

Pile-Case 1	1	2	3	4	5	6	Others
Pile length (O-U)	33.5 m	34 m	35 m	35.5 m	36 m	36.5 m	37 m
Pile length (O-N)	31.5 m	34 m	35 m	34.5 m	36 m	—	37 m