2010
DOI: 10.1016/j.ndteint.2010.02.002
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Processing strategies for high-resolution GPR concrete inspections

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Cited by 65 publications
(20 citation statements)
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“…6, the radar wave signal is partially lost in this portion of the concrete specimen affected by corrosion. In other published works, the method enables inspectors to obtain information about reinforcing bars, defining depth of rebar, and location of tendon-ducts on bridge decks (Hugenschmidt et al 2010). The reflection coefficient of a thin layer into concrete was evaluated in Van der Wielen et al (2012) in order to estimate the detection limit of the GPR antenna.…”
Section: Concrete Structuresmentioning
confidence: 99%
“…6, the radar wave signal is partially lost in this portion of the concrete specimen affected by corrosion. In other published works, the method enables inspectors to obtain information about reinforcing bars, defining depth of rebar, and location of tendon-ducts on bridge decks (Hugenschmidt et al 2010). The reflection coefficient of a thin layer into concrete was evaluated in Van der Wielen et al (2012) in order to estimate the detection limit of the GPR antenna.…”
Section: Concrete Structuresmentioning
confidence: 99%
“…Near Surface Geoscience 4-8 September 2016, Barcelona, Spain Barone et al, 2007) and concrete inspection (e.g., Hugenschmidt and Kalogeropoulos, 2008;Hugenschmidt et al, 2010). Recently, the development of borehole radar systems facilitates the application of this methodology in a wide number of cases where conventional GPR systems are inaccessible.…”
Section: Introductionmentioning
confidence: 99%
“…acoustic emission [2][3][4], infrared thermography [5,6] or ground penetrating radar [7,8]. The techniques of particular interest concern various aspects of the elastic wave propagation [9,10] including the impact-echo method [11] and the Lamb wave modes [12].…”
Section: Introductionmentioning
confidence: 99%