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

Table 11

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

Case	I-U	O-U	I-N	O-N
DS raft	0.047	0.01	0.051	0.0076
FF	—	79%	—	85%

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