Research Article
Experimental Assessment of Rebar Corrosion in Concrete Slab Using Ground Penetrating Radar (GPR)
Table 3
Quantification of
a-scan derived from Figure
9.
| | 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 | 0.310 | 0.505 | 0.311 | 0.466 | 0.307 | 0.570 | 0.311 | | 0.357 | 1.059 | 0.460 | 1.062 | 0.416 | 1.062 | 0.407 | 1.050 |
|
|
