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

Figure 13

Comparison of the raft settlements under uniform load before and after optimization design (Case 2). (a) Initial design, 3D view. (b) Initial design, XZ view. (c) Optimization design, 3D view. (d) Optimization design, XZ view.

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