Research Article
Performance of a Subgrade-Embankment-Seawall System Reinforced by Drainage PCC Piles and Ordinary Piles Subjected to Lateral Spreading
| | Parameters | Physical symbols | Conversion formula | Similarity ratio |
| | Length | | | 0.05 | | Density | | | 1 | | Elasticity modulus | | | 0.05 | | Acceleration | | | 1 | | Frequency | | | 4.472 | | Quality | | | | | Strength | | | | | Normal stress | | | 0.05 | | Time | | | 0.233 | | Cross section | | | | | Inertia moment | | | |
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