Research Article
Experimental Assessment of Rebar Corrosion in Concrete Slab Using Ground Penetrating Radar (GPR)
Table 4
Quantification of
a-scan derived from Figure
10.
| | Rebar a | Rebar b | Rebar c | Rebar d | | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time |
| | 0.480 | 0.496 | 0.490 | 0.496 | 0.500 | 0.496 | 0.510 | 0.496 | | 0.330 | 1.620 | 0.350 | 1.620 | 0.220 | 1.860 | 0.320 | 1.620 |
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