Research Article
An Experimental Study for Quantitative Estimation of Rebar Corrosion in Concrete Using Ground Penetrating Radar
Table 2
Amplitude corrosion relationships for 16 mm rebar.
| Dielectric constant | Cover depth (mm) | Rebar corrosion area loss, (%), = maximum amplitude | Correlation coefficient | Measured mass loss % | Predicted mass loss % | % error |
| 2.73 | 25 | | 0.97 | 22 31 45 | 27 28 44 | 23 −10 −2 | 50 | | 0.98 | 22 31 45 | 26 30 43 | 18 −3 −4 | 75 | | 0.96 | 22 31 45 | 27 29 44 | 23 −6 −2 |
| 5.47 | 25 | | 0.85 | 22 31 45 | 29 36 37 | 32 16 −18 | 50 | | 0.87 | 22 31 45 | 31 30 39 | 41 −3 −13 | 75 | | 0.84 | 22 31 45 | 23 20 52 | 5 −35 16 |
| 9.3 | 25 | | 0.98 | 22 31 45 | 21 34 43 | −5 10 −4 | 50 | | 0.99 | 22 31 45 | 25 29 45 | 14 −6 0 | 75 | | 0.99 | 22 31 45 | 25 31 43 | 14 0 −4 |
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