1887
Volume 10 Number 1
  • ISSN: 1569-4445
  • E-ISSN: 1873-0604

Abstract

ABSTRACT

High‐resolution methods are required in the non‐destructive study of historical buildings, archaeological sites and cultural heritage structures in general. Ground‐penetrating radar (GPR) is widely used in such studies. However, radar images of archaeological sites and cultural heritage architecture tend to be unclear and are difficult to interpret. Knowledge of the antenna’s behaviour and the optimum expected resolution could help to interpret radar data and define a limit of the real resolution in field surveys. Laboratory tests could provide information about the optimum resolution for each specific antenna. The main goal of this study was to obtain experimental data under lab conditions and thus define the optimum resolution expected in radar surveys. This could then be considered as a limit in field surveys. All of the lab tests were performed using homogeneous media (water and sand) to avoid interference and clutter. As a result, simple images were obtained. The optimum resolution was defined from radar data acquired under these favourable, controlled conditions. In all cases, resolution was defined as the distance (considered as a function of wavelength) between two targets (in the vertical or horizontal axis) that were needed to obtain separate anomalies. All the optimum values were considered to define the limits of the survey resolution in the different cases presented in this paper. In each case, the optimum values were compared with the result and with the radar images to define the best approach to the expected resolution in architectural heritage surveys. To conclude, we define some experimental values of the optimum resolution, described in terms of wavelength. These experimental data are likely to provide a better approach than theoretical estimations.

Loading

Article metrics loading...

/content/journals/10.3997/1873-0604.2011015
2018-12-18
2024-04-26
Loading full text...

Full text loading...

References

  1. Al‐QadiI.L. and LahouarS.2005. Measuring layer thicknesses with GPR – Theory to practice. Construction and Building Materials19, 763–772. doi:10.1016/j.conbuildmat.2005.06.005
    [Google Scholar]
  2. DanielsD.J.2004. Ground Penetrating Radar, 2nd edn.Institution of Electrical Engineers.
    [Google Scholar]
  3. DezelicV. and ApelD.B.2005. Evaluation of high frequency ground penetrating radar (GPR) in mapping strata of dolomite and limestone rocks for ripping technique. International Journal of Surface Mining, Reclamation and Environment19, 260–275. doi:10.1080/13895260500275418
    [Google Scholar]
  4. GhasemiF.S.A. and AbrishamianM.S.2007. A novel method for FDTD numerical GPR imaging of arbitrary shapes based on Fourier transform. NDT & E International40, 140–146. doi:10.1016/j.ndteint.2006.09.002
    [Google Scholar]
  5. González‐DrigoR., Pérez‐GraciaV. and Di CapuaD.2008. GPR survey applied to modernist buildings in Barcelona: The cultural heritage of the College of Industrial Engineering. Journal of Cultural Heritage9, 196–202. doi:10.1016/j.culher.2007.10.006
    [Google Scholar]
  6. GoodmanD.2004. GPR‐SLICE. Ground Penetrating Radar Imaging Software. User’s Manual. Geophysical Archaeometry Laboratory, California.
    [Google Scholar]
  7. GrasmueckM., WegerR. and HorstmeyerH.2004. Three‐dimensional ground‐penetrating radar imaging of sedimentary structures, fractures, and archaeological features at submeter resolution. Geology32, 933–936. doi:10.1130/G20776.1
    [Google Scholar]
  8. van der KrukJ.2004. Three‐dimensional GPR imaging in the horizontal wavenumber domain for different heights of source and receiver antenna. Near Surface Geophysics2, 23–29. doi:10.3997/1873‐0604.2003013
    [Google Scholar]
  9. MarcakH. and GolebiowskiT.2008. Changes of GPR spectra due to the presence of hydrocarbon contamination in the ground. Acta Geophysica56, 485–504. doi:10.2478/s11600‐008‐0003‐4
    [Google Scholar]
  10. MillardS.G., ShaariA. and BungeyJ.H.2002. Field pattern characteristics of GPR antennas. NDT & E International35, 473–482. doi:10.1016/S0963‐8695(02)00023‐3
    [Google Scholar]
  11. NovoA., LorenzoH., RialF., PereiraM. and SollaM.2008. Ultra‐dense grid strategies for 3D GPR in Archaeology. Proceedings of the 12th International Conference on Ground Penetrating Radar, 16–19 June 2008, Birmingham, UK, Extended Abstracts.
    [Google Scholar]
  12. Perez‐GraciaV., CasellesO., ClapesJ., OsorioR., CanasJ.A. and PujadesL.G.2009b. Radar exploration applied to historical buildings: A case study of the Marqués de Llió palace, in Barcelona (Spain). Engineering Failure Analysis16, 1039–1050. doi:10.1016/j.engfailanal.2008.05.007
    [Google Scholar]
  13. Perez‐GraciaV., Di CapuaD., González‐DrigoR. and PujadesL.G.2009a. Laboratory characterisation of a GPR antenna for high‐resolution testing: radiation pattern and vertical resolution. NDT & E International42, 336–344. doi:10.1016/j.ndteint.2008.12.007
    [Google Scholar]
  14. Perez‐GraciaV., Gonzalez‐DrigoR. and Di CapuaD.2008. Horizontal resolution in a non‐destructive shallow gpr survey: An experimental evaluation. NDT & E International41, 611–620. doi:10.1016/j. ndteint.2008.06.002
    [Google Scholar]
  15. RialF.I., PereiraM., LorenzoH., AriasP. and NovoA.2009. Resolution of GPR bowtie antennas: An experimental approach. Journal of Applied Geophysics67, 367–373. doi:10.1016/j.jappgeo.2008.05.003
    [Google Scholar]
  16. SchmalzB., LennartzB. and WachsmuthD.2002. Analyses of soil water content variations and GPR attribute distributions. Journal of Hydrology267, 217–226. doi:10.1016/S0022‐1694(02)00152‐X
    [Google Scholar]
http://instance.metastore.ingenta.com/content/journals/10.3997/1873-0604.2011015
Loading
/content/journals/10.3997/1873-0604.2011015
Loading

Data & Media loading...

  • Article Type: Research Article

Most Cited This Month Most Cited RSS feed

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error