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

<div>Pile length arrangement across the raft after optimization design under different surface loads (Case 1). (a) Optimization design under uniform load (O-U). (b) Optimization design under nonuniform load (O-N).</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Optimization Method of Reducing the Differential Settlements of Piled Raft Foundations Based on Pile-to-Pile Interaction Theory 