[1] S.S. Hubbard, J. Zhang, P.J.M. Monteiro, J.E. Peterson, and Y. Rubin, Experimental detection of reinforcing bar corrosion using nondestructive geophysical techniques, ACI Mater. J. 100 (2003), pp. 107 – 123.
[2] A.M. Neville and J.J. Brooks, Concrete Technology, Longman Scientific & Technical, England, 1987.
[3] E. Swiat, W. Young, J. Pajak, M. Funahashi, D. Burke, and J. Wagner, State of the art report: Corrosion of steel in concrete, Rep. ORNL NRCLTR 93-2, Oak Ridge National Laboratory,
Oak Ridge, TN, 1993.
[4] C.L. Barnes and J.F. Trottier, Effectiveness of ground penetrating radar in predicting deck repair quantities, J. Infrastruct. Syst. 10 (2004), pp. 69 – 76.
[5] D.L. Spellman and R.F. Stratfull, Concrete variables and corrosion testing, Highw. Res. Rec.
423 (1973), pp. 27 – 45.
[6] Ontario Ministry of Transportation, Structure rehabilitation manual, Structural Office, Canada,
1988.
[7] American Concrete Institute Committee 201, Guide for making a condition survey of concrete in service, Rep. ACI 201.1R-92, American Concrete Institute, USA, 1992.
[8] ASTM International, ASTM C876-09 Standard test method for half-cell potentials of uncoated reinforcing steel in concrete, Annual Book of ASTM Standards, Vol. 03.02, West Conshohocken, PA, 2009.
[9] J. Rhazi, O. Dous, and S. Laurens, A new application of the GPR technique to reinforced
concrete bridge decks, in Proceedings of the 4th Middle East NDT Conference and Exhibition, Manama, Kingdom of Bahrain, 2007.
[10] U.B. Halabe, A. Sotoodehnia, K.R. Maser, and E.A. Kausel, Modeling of the electromagnetic
properties of concrete, ACI Mater. J. 90 (1993), pp. 552 – 563.
[11] U.B. Halabe, K.R. Maser, and E.A. Kausel, Condition assessment of reinforced concrete structures using electromagnetic waves, ACI Mater. J. 92 (1993), pp. 511 – 523.
[12] U.B. Halabe, H. Chenn, V. Bhandarkar, and Z. Sami, Detection of sub-surface anomalies in concrete bridge decks using ground penetrating radar, ACI Mater. J. 94 (1997), pp. 396 – 408.
[13] F.B. Holt and J.W. Eales, Nondestructive evaluation of pavements, Concrete Int. 9 (1997), pp. 41 – 45.
[14] T. Chung, C.R. Carter, T. Masliwec, and D.G. Manning, Impulse radar evaluation of
asphalt-covered bridge decks, IEEE T. Aero Elec. Sys. 28 (1992), pp. 125 – 136.
[15] H.L.R. Chen, U.B. Halabe, Z. Sami, and V. Bhandarkar, Impulse radar reflection waveforms of simulated reinforced concrete bridge decks, Mater. Eval. 52 (1994), pp. 1388 – 1392.
[16] R.M. Narayanan, S.G. Hudson, and C.J. Kumke, Detection of rebar corrosion in bridge decks using statistical variance of radar reflected pulses, in Proceedings of the 7th International Conference on Ground Penetrating Radar, Radar Systems and Remote Sensing Laboratory, Lawrence, KS, USA (1998), pp. 601 – 605.
[17] A. Goodier, S.L. Matthews, and S. Massey, Evaluating structural concrete using subsurface radar, concrete durability and repair technology, in Thomas Telford, ed., Proceedings of Creating with Concrete, Dundee, Scotland, 1999.
[18] R.M. Morey, Ground Penetrating Radar for Evaluating Subsurface Conditions for
Transportation Facilities, Synth. of Highway Practice 255, NCHRP, National Academy
Press, Washington, DC, 1998.
[19] T. Scullion, C. Lau, and Y. Chen, Implementation of the Texas ground penetrating radar system, Res. Rep. 1233-1, Texas Transportation Institute, Texas, USA, 1994.
[20] K.R. Maser and T. Scullion, Influence of asphalt layering and surfacing treatments on asphalt and base layer thickness computations using radar, Rep. 1923-1, Texas Transportation Institute, Texas, USA, 1992.
[21] K.R. Maser, New technology for bridge deck assessment, Phase I report, Rep. No. FHWA- NETC-89-01, Massachusetts Institute of Technology, Center for Transportation Studies,
Federal Highways Administration, McLean, VA, 1989.
[22] A.J. Alongi, G.G. Clemena, and P.D. Cady, Condition evaluation of concrete bridges relative to reinforcement corrosion, Vol. 3: Method of evaluating the condition of asphalt-covered decks, Rep. SHRP-S-325, National Research Council, Washington, DC, 1993.
[23] C.L. Barnes and J.F. Trottier, Phenomena and conditions in bridge decks that confound ground-penetrating radar, Data Analysis Transport. Res. Record 1795 (2009), pp. 57 – 61.
[24] C.L. Barnes, J.F. Trottier, and D. Forgeron, Improved concrete bridge deck evaluation using GPR by accounting for signal depth-amplitude effects, NDT&E International 41 (2010), pp. 427 – 433.
[25] A. Villela and J.M. Romo, Experimenting with different polarization arrays in a test site, in Proceedings of the 13th International Conference on Ground Penetrating Radar,
Lecce, Italy, IEEE Press, New York, 2010.
[26] L. Di Donato, I. Catapano, F. Soldovieri, and L. Crocco, Imaging of 3D magnetic targets from multiview multistatic GPR data, in Proceedings of the 13th International Conference on Ground Penetrating Radar, Lecce, Italy, IEEE Press, New York, 2010.
[27] X.Q. He, Z.Q. Zhu, Q.Y. Liu, and G.Y. Lu, PIERS Proceedings, Beijing, China, 2009.
[28] R.L. Roberts and J.J. Daniels, Analysis of GPR polarization phenomena, J. Environ. Eng. 1(2) (1996, August), pp. 139 – 157.
[29] C. Stolte and K. Nick, Eccentricity-migration: A method to improve the imaging of pipes in radar reflection data, in Proceedings of the 5th International Conference on Ground Penetrating Radar, Ontario, Canada, Waterloo Centre for Groundwater Research (1994),
pp. 723 – 733.
[30] G. Olhoeft, Maximizing the information return from ground penetrating radar, J. Appl.
Geophys. 43 (2000), pp. 175 – 187.
[31] W. Al-Nuaimy, Y. Huang, M. Nakhkash, M. Fang, V. Nguyen, and A. Eriksen, Automatic detection of buried utilities and solid objects using neural networks and pattern recognition, J. Appl. Geophys. 43 (2000), pp. 157 – 165.
[32] V. Utsi and E. Utsi, Measurement of reinforcement bar depths and diameters in concrete, in Proceedings of the 10th International Conference on Ground Penetrating Radar, Delft, The Netherlands, IEEE, New York, 2004.
[33] S. Shihab and W. Al-Nuaimy, Radius estimation for cylindrical objects detected by ground penetrating radar, Sens. and Imag.: Int. J. 6 (2) (2005), pp. 151 – 166.
[34] W. Al-Nuaimy, Y. Huang, V. Nguyen, and A. Eriksen, Automatic detection of hyperbolic signatures in ground-penetrating radar data, in C. Nguyen, ed., 3rd International Conference
on Subsurface and Surface Sensing Technologies and Applications, Vol. 4491, San Diego, CA (2001), pp. 327 – 335.
[35] A. Dolgiy, A. Dolgiy, and V. Zolotarev, Optimal radius estimation for subsurface pipes
detected by ground penetrating radar, in J.J. Daniels and C.-C. Chen, eds., Proceedings of the
11th International Conference on Ground Penetrating Radar, Columbus, OH, USA, 2006.