In this laboratory study, the comparison of 4 different antenna frequencies (from 1.0 to 2.6 GHz) and radar systems on the same masonry and post-tensioned concrete specimens has served to investigate the precision achievable in imaging cross sections of solid brick masonry walls with different brick layouts and of concrete slabs with post-tensioning ducts at varying depths. Through high-density 3D data collection and multi-phase post-processing, the work aimed at 2D and 3D data imaging for eased and enhanced diagnosis of masonry and concrete structural elements.

Colla C., Juez Fernandez A., Garanzini S., Marelli M. (2010). Diagnostic by imaging: 3D GPR investigation of brick masonry and post-tensioned concrete. New York : Institute of Electrical and Electronics Engineers (IEEE) [10.1109/ICGPR.2010.5550175].

Diagnostic by imaging: 3D GPR investigation of brick masonry and post-tensioned concrete

COLLA, CAMILLA;
2010

Abstract

In this laboratory study, the comparison of 4 different antenna frequencies (from 1.0 to 2.6 GHz) and radar systems on the same masonry and post-tensioned concrete specimens has served to investigate the precision achievable in imaging cross sections of solid brick masonry walls with different brick layouts and of concrete slabs with post-tensioning ducts at varying depths. Through high-density 3D data collection and multi-phase post-processing, the work aimed at 2D and 3D data imaging for eased and enhanced diagnosis of masonry and concrete structural elements.
2010
Proc. of 13th International Conference on Ground Penetrating Radar, GPR 2010
816
821
Colla C., Juez Fernandez A., Garanzini S., Marelli M. (2010). Diagnostic by imaging: 3D GPR investigation of brick masonry and post-tensioned concrete. New York : Institute of Electrical and Electronics Engineers (IEEE) [10.1109/ICGPR.2010.5550175].
Colla C.; Juez Fernandez A.; Garanzini S.; Marelli M.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/114853
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