Introduction of ICMVs
| Applicability | |||||||
|---|---|---|---|---|---|---|---|
| Level | Model | Index | Soil | Asphalt mixture | Correlation | Effectiveness in the “double jump” stage | Layer-specific behaviors |
| 1 | Vibratory frequency reactive model | CMV, RMV | Yes | Yes | Weak or poor | No | No |
| CCV | Yes | ||||||
| THD | – | ||||||
| Ft | – | ||||||
| Oscillation frequency reactive model | CCCo | Yes | |||||
| OMV | Yes | ||||||
| 2 | Static rolling resistance reactive model | MDP | Yes | – | Weak or poor | – | No |
| 3 | Continuous roller and half-space layered model | Evib | Yes | Yes | Satisfactory | No | Difficult |
| E | Yes | ||||||
| Omega | – | ||||||
| Discrete drum and spring-dashpot coupled model | Ks | Yes | |||||
| 4 | Dynamic impact model | VCV | Yes | – | Good | Yes | Yes |
| 5 | Artificial intelligence model | ρODMS | – | Yes | Excellent | Yes | Yes |
| MNN | Yes | Yes | |||||
| Applicability | |||||||
|---|---|---|---|---|---|---|---|
| Level | Model | Index | Soil | Asphalt mixture | Correlation | Effectiveness in the “double jump” stage | Layer-specific behaviors |
| 1 | Vibratory frequency reactive model | Yes | Yes | Weak or poor | No | No | |
| Yes | |||||||
| – | |||||||
| – | |||||||
| Oscillation frequency reactive model | Yes | ||||||
| Yes | |||||||
| 2 | Static rolling resistance reactive model | Yes | – | Weak or poor | – | No | |
| 3 | Continuous roller and half-space layered model | Yes | Yes | Satisfactory | No | Difficult | |
| Yes | |||||||
| – | |||||||
| Discrete drum and spring-dashpot coupled model | Yes | ||||||
| 4 | Dynamic impact model | Yes | – | Good | Yes | Yes | |
| 5 | Artificial intelligence model | – | Yes | Excellent | Yes | Yes | |
| Yes | Yes | ||||||
Sharing content requires targeting cookies to be enabled. Please update your cookie preferences to use this feature.