1887

Abstract

Summary

In this paper, we present the results of high frequency GPR measurements performed on the pillars of Saint Vigilius cathedral in Trento to monitor the construction conditions as well as to detect the internal defects of the pillars. Tomographic measurements were performed using a pair of 1GHz Mala antennas at three heights along the pillars. The distribution of the propagation velocity was therefore determined in horizontal planes within the pillars and the data were then translated to images of the relative permittivity. Reflection measurements were performed using the very high frequency 3GHz IDS antenna. The results detected some minor spaces where the stones were not perfectly attached. However, significant internal defects with dimensions larger than 15cm should be excluded according to GPR results. Based on vertical profiles on all the accessible sides of the pillars, the size and layout of the stones used to construct the outer parts of the pillars were recovered. Thickness variations of two sample vaults were also monitored using the profiles measured across them.

Loading

Article metrics loading...

/content/papers/10.3997/2214-4609.201802545
2018-09-09
2024-04-26
Loading full text...

Full text loading...

References

  1. Arosio, D., Munda, S. and Zanzi, L.
    [2012a] Quality control of stone blocks during quarrying activities. 24th European Meeting of Environmental and Engineering Geophysics, June 4–8, Shanghai, 828–832, doi: 10.1109/ICGPR.2012.6254975.
    https://doi.org/10.1109/ICGPR.2012.6254975 [Google Scholar]
  2. Arosio, D., Munda, S., Zanzi, L., da Porto, F. and Mosele, F.
    [2012b] Non-destructive quality control of reinforced masonry buildings. ASCE Journal of Infrastructure Systems, 18(1), 34–46, doi: 10.1061/(ASCE)IS.1943‑555X.0000054.
    https://doi.org/10.1061/(ASCE)IS.1943-555X.0000054 [Google Scholar]
  3. Binda, L., Cardani, G. and Zanzi, L.
    [2010] Nondestructive Testing Evaluation of Drying Process in Flooded Full-Scale Masonry Walls. ASCE Journal of Performance of Constructed Facilities, 24(N5), 473–483, doi: 10.1061/(ASCE)CF.1943‑5509.0000097.
    https://doi.org/10.1061/(ASCE)CF.1943-5509.0000097 [Google Scholar]
  4. Binda, L., Lualdi, M., Saisi, A. and Zanzi, L.
    [2011] Radar investigation as a complementary tool for the diagnosis of historic masonry buildings. International Journal of Materials and Structural Integrity, 5(1), 1–25, doi: 10.1504/IJMSI.2011.039043.
    https://doi.org/10.1504/IJMSI.2011.039043 [Google Scholar]
  5. Maierhofer, C. and Leipold, S.
    [2001] Radar investigation of masonry structures. NDT&E International, 34, 139–147, doi: 10.1016/S0963‑8695(00)00038‑4.
    https://doi.org/10.1016/S0963-8695(00)00038-4 [Google Scholar]
  6. Rucka, M., Lachowicz, J. and Zielínska, M.
    [2016] GPR investigation of the strengthening system of a historic masonry tower. Journal of Applied Geophysics, 131, 94–102, doi: 10.1016/j.jappgeo.2016.05.014.
    https://doi.org/10.1016/j.jappgeo.2016.05.014 [Google Scholar]
  7. Zanzi, L. and Arosio, D.
    [2013] Sensitivity and accuracy in rebar diameter measurements from dual-polarized GPR data. Construction and Building Materials, 48, 1293–1301, doi: 10.1016/j.conbuildmat.2013.05.009.
    https://doi.org/10.1016/j.conbuildmat.2013.05.009 [Google Scholar]
  8. Zanzi, L., Hojat, A., Ranjbar, H., Karimi Nasab, S., Azadi, A. and Arosio, D.
    [2017] GPR measurements to detect major discontinuities at Cheshmeh-shirdoosh limestone quarry, Iran. Bulletin of Engineering Geology and the Environment, doi: 10.1007/s10064‑017‑1153‑x.
    https://doi.org/10.1007/s10064-017-1153-x [Google Scholar]
http://instance.metastore.ingenta.com/content/papers/10.3997/2214-4609.201802545
Loading
/content/papers/10.3997/2214-4609.201802545
Loading

Data & Media loading...

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