Development of a multi-linear quadratic experimental design for the EM characterization of concretes in the radar frequency-band

Abstract This study is focused on the electromagnetic characterization of concretes within the ground-penetrating radar frequency band. The evaluation of the complex dielectric properties is carried out in laboratory on 36 different concrete specimens defined by a specific experimental design. The composition parameters of the concrete mix design are the aggregate nature, the aggregate content, the cement nature, the cement content and the water to cement ratio (W/C). The model of relative permittivity associated to the experimental design is a multi-linear polynomial of the 5 chosen material parameters. The exploitation of this set of data consists in a calculation level of the coefficients of this model independently for the real and the imaginary parts of the relative permittivity. This reveals the significant relationship between the dielectric properties and the composition parameters. Raw results in terms of the real and imaginary parts of the dielectric permittivity along frequencies are presented for 36 different concretes in dry and saturated conditions and the sensitivity of the parameters are discussed.

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

[2]  Jean Paul Balayssac,et al.  Description of the general outlines of the French project SENSO – Quality assessment and limits of different NDT methods , 2012 .

[3]  Christiane Maierhofer,et al.  Nondestructive Evaluation of Concrete Infrastructure with Ground Penetrating Radar , 2003 .

[4]  Géraldine Villain,et al.  Complex Permittivity Frequency Variations From Multioffset GPR Data: Hydraulic Concrete Characterization , 2012, IEEE Transactions on Instrumentation and Measurement.

[6]  A. Robert Dielectric permittivity of concrete between 50 Mhz and 1 Ghz and GPR measurements for building materials evaluation , 1998 .

[8]  Jean-Paul Balayssac,et al.  Comparison of durability indicators obtained by Non Destructive Testing methods to monitor the durability of concrete structures , 2014 .

[9]  Steve Millard,et al.  Dielectric properties of concrete and their influence on radar testing , 2000 .

[10]  Laurence J. Jacobs,et al.  Experimental study of nonlinear Rayleigh wave propagation in shot-peened aluminum plates—Feasibility of measuring residual stress , 2011 .

[11]  A. P. Annan,et al.  Ground-penetrating radar for high-resolution mapping of soil and rock stratigraphy , 1989 .

[12]  G. Arliguie,et al.  Ability of the direct wave of radar ground-coupled antenna for NDT of concrete structures , 2006 .

[13]  Patrick Queffelec,et al.  Coaxial/cylindrical transition line for broadband permittivity measurement of civil engineering materials , 2006 .

[14]  Zoubir Mehdi Sbartaï,et al.  Durability diagnosis of a concrete structure in a tidal zone by combining NDT methods: Laboratory tests and case study , 2012 .

[15]  Eugen Brühwiler,et al.  Full-waveform GPR inversion to assess chloride gradients in concrete , 2013 .

[16]  Chi Sun Poon,et al.  Characterization of concrete properties from dielectric properties using ground penetrating radar , 2009 .

[17]  J. H. Bungey,et al.  SUB-SURFACE RADAR TESTING OF CONCRETE: A REVIEW , 2004 .

[18]  J. Kiefer,et al.  Optimum Designs in Regression Problems , 1959 .

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

[20]  G. Klysz,et al.  Determination of volumetric water content of concrete using ground-penetrating radar , 2007 .

[21]  Denys Breysse,et al.  Assessing the spatial variability of concrete structures using NDT techniques – Laboratory tests and case study , 2013 .