Research Article
A Method for Cavity Scale Estimation Based on Ground-Penetrating Radar (GPR) Explorations: An Experimental Study
Table 2
Dielectric values of the typical pavement soil and layer constituents.
| Constituent | Dielectric value |
| Air | 1 | Freshwater | 8 | Ice | 4 | Bedrock (granite) | 5–7 | Clay | 25–40 | Silt | 16–30 | Silty sand | 7–10 | Sand subbase | 4–6 | Gravel base | 4–7 | Glacial till | 8–18 | Asphalt concrete | 4–8 | Slag asphalt concrete | 8–15 | Portland cement concrete | 8–10 | Bitumen bound base | 6–7 | Cement bound base | 8–10 |
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