Research Article
Model Test Study on Dynamic Response of Expressway Plastic-Reinforced Earth Embankment under Earthquake
Table 1
Embankment physical model test similarity ratio summary.
| | Physical and mechanical parameters | Law of similarity | Similarity ratio (simplified) | Remarks |
| | Geometric size | | | Control amount | | Acceleration | | 1 | Utilization of prototype materials | | Packing density | | 1 | Utilization of prototype materials | | Internal friction angle | | 1 | Utilization of prototype materials | | Cohesion | | | — | | Dimensionless coefficient | | 1 | Utilization of prototype materials | | Stress | | | — | | Strain | | | — | | Displacement | | | Introduced in postprocessing similarity ratio | | Speed | | | Introduced in postprocessing similarity ratio | | Time | | | Scaling by time similarity |
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