Research Article
Experimental Assessment of Rebar Corrosion in Concrete Slab Using Ground Penetrating Radar (GPR)
Table 2
Quantification of
a-scan derived from Figure
8.
| | Rebar a | Rebar b | Rebar c | Rebar d | | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time | Amplitude Peak | Travel Time |
| | 0.410 | -0.19 | 0.41 | -0.19 | 0.410 | -0.19 | 0.410 | -0.19 | | 0.321 | 1.127 | 0.295 | 1.170 | 0.321 | 1.127 | 0.321 | 1.127 |
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