Research Article
Pseudo-Static Simplified Analysis Method of the Pile-Liquefiable Soil Interaction considering Rate-Dependent Characteristics
Figure 9
The bending moment and lateral displacement of pile under the foundations with different HN/HL: (a) HN/HL = 1 : 2; (b) HN/HL = 1 : 1; (c) HN/HL = 2 : 1.
| (a) |
| (b) |
| (c) |