GPR signal analysis of post-tensioned prestressed concrete girder defects

The accurate inspection of the duct condition in post-tensioned prestressed concrete (PPC) is an essential part of GPR concrete inspection. The purpose is to inspect the grouting condition of the ducts where the strands are located, to find out if there is a void in the ducts, and if any water exists. In order to investigate the radar image characteristics of different PPC duct defects, a number of model girders were manufactured. Three major ducts are included in our study: (1) well grouted and no void (normal condition); (2) the duct is half filled, and the void is filled by water or air; and (3) the duct is not filled at all, and the duct is water or air filled. The data corresponding to seven different situations are acquired and processed. It is found that the radar can detect the first interface in the duct, and the detailed structure inside the duct cannot be ?seen? from the images directly. Characteristic curves greatly help the interpretation. A completely void duct is the easiest to differentiate from the others. The signature for this situation is characterized by a strong and clear reflection interface which becomes weaker as the void is water filled. The normal condition shows the weakest reflection interface. As for the half void situation, the front scan shows a similar result to the normal condition whether it is water or air filled, and the back scan shows similar features to the completely void situation. The experiment and analysis is helpful and instructive for practical engineering inspection.

[1]  Herbert Wiggenhauser,et al.  A Study of Concrete Hydration and Dielectric Relaxation Mechanism Using Ground Penetrating Radar and Short-Time Fourier Transform , 2010, EURASIP J. Adv. Signal Process..

[2]  Yan Zhang,et al.  Profiling the Rough Surface by Migration , 2009, IEEE Geoscience and Remote Sensing Letters.

[3]  A. Neal Ground-penetrating radar and its use in sedimentology: principles, problems and progress , 2004 .

[4]  R. Olmon,et al.  Antenna–load interactions at optical frequencies: impedance matching to quantum systems , 2012, Nanotechnology.

[5]  Christophe Aubagnac,et al.  Comparison of NDT techniques on a post-tensioned beam before its autopsy , 2002 .

[6]  Zhaofa Zeng,et al.  FDTD simulations for ground penetrating radar in urban applications , 2007 .

[7]  Subsurface Water-filled Fracture Detection by Borehole Radar: A Case History , 2006 .

[8]  Herbert Wiggenhauser,et al.  Detection of shallow voids in concrete structures with impulse thermography and radar , 2003 .

[9]  Herbert Wiggenhauser,et al.  Frequency-dependent dispersion of high-frequency ground penetrating radar wave in concrete , 2011 .

[10]  Herbert Wiggenhauser,et al.  Using ground penetrating radar and time–frequency analysis to characterize construction materials , 2011 .

[11]  Lanbo Liu,et al.  Seismic non-destructive testing on a reinforced concrete bridge column using tomographic imaging techniques , 2005 .

[12]  David G. Pollock,et al.  Detection of Voids in Prestressed Concrete Bridges using Thermal Imaging and Ground-Penetrating Radar , 2008 .

[13]  Benjamin A. Graybeal,et al.  A comparison of nondestructive evaluation methods for bridge deck assessment , 2003 .

[14]  M. Forde,et al.  Review of NDT methods in the assessment of concrete and masonry structures , 2001 .