Ground penetrating radar (GPR) and infrared (IR) thermography techniques have been used in
many civil engineering applications for the structural visualization and defect detection.
However, validation tests of the methods performance for the defection of defects in the nearsurface
region with respect to the defects different material and depth below the surface are
lacking. To overcome this, we performed GPR and IR thermography tests where the different
material properties, shape and depth of defects were studied on concrete and the evaluation of
seismic related damage propagation was assessed on stone masonry walls. The results showed
that IR thermography, though being greatly affected by the presence of water in the specimen,
outperformed GPR in the detection of defects very close to the surface. However, already at the
depth of 3 cm and further up till almost 7.5 cm, the performance of GPR resembles the one of IR
thermography for the detection of polystyrene (air) voids. On the plastered masonry walls, IR
thermography could detect an air gap resulting from plaster delamination as small as 2 mm.
Moreover, structural cracking resulting from the induced lateral load could be detected at an
early stage.