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

Table 8

Comparison of the DS rafts (Case 1, SF >2).

Case	I-U	O-U	I-N	O-N
DS raft	0.015	0.003	0.02	0.0029
FF	—	80%	—	86%

Note. I-U = initial design under uniform load; I-N = initial design under nonuniform load.