Research Article
Experimental Assessment of Rebar Corrosion in Concrete Slab Using Ground Penetrating Radar (GPR)
Table 5
Quantification of
a-scan derived from Figure
11.
| | Rebar a | Rebar b | Rebar c | Rebar d | | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time |
| | 0.528 | 0.502 | 0.528 | 0.502 | 0.528 | 0.502 | 0.590 | 0.502 | | 0.289 | 1.750 | 0.370 | 1.750 | 0.213 | 1.964 | 0.321 | 1.750 |
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