Research Article
Pseudo-Static Simplified Analysis Method of the Pile-Liquefiable Soil Interaction considering Rate-Dependent Characteristics
Figure 10
Bending moment and lateral displacement of pile under different loading f: (a) ru = 0.1; (b) ru = 0.4; (c) ru = 0.6; (d) ru = 0.8; (e) ru = 1.0.
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| (b) |
| (c) |
| (d) |
| (e) |