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the work presented in this paper shows that it is possible to monitor the crack opening behaviour in a building foundation using gpr, without having to drill holes and remove the concrete, and this can be used for assessing and monitoring the settlement of the building.

the paper demonstrates that, by monitoring the changes in the amplitude of the crack during the year of the observation, it was possible to infer that the crack opened and closed (or closed) due to the varying levels of stress that the building is subjected to, which are dependent on seasonal temperature variations. the maximum opening of the crack occurred when the seasonal temperature value was the lowest, and the lowest opening happened when the seasonal temperature was the highest.

the paper shows that the amplitude of the crack opening is related to temperature. it was also shown that the crack opened and closed (or closed) during the year of observation, following a concave parabolic trend in time. the maximum amplitude of the crack opening reached 0.3mm, and the maximum amplitude of the crack closing was -0.4mm.

therefore, the obtained gpr results could provide useful information to enhance the existing model, giving the possibility to quantitatively reconstruct the distribution of the internal stresses and the crack concentrations in the joints during the whole lifetime of the building.

at this stage, the lvdt and gpr surveys performed in consoli palace confirm the feasibility of the installation and the observability of the relevant crack formation. however, since the building is a medieval construction of a fortress, it is not possible to perform a series of repeatable surveys. for this reason, the surveys performed in the frame of this study were limited to a single measurement point, inside a faade located at the west side of the building. the selected measurement point (see fig. 4 a) is located at the top of the faade, where the faade seems to be the most damaged, having in particular a hole (see fig. 4 b) as well as some areas of decayed mortar. the lvdt installed at the site of the survey is depicted in fig. 4 c, where it is possible to observe a longitudinal crack having a length of about 6mm. this crack, which splits the brick wall from the roof, seems to start from a fissure at the top of the faade, which could possibly have been caused by thermal stress effects. the crack further splits a brick from the roof, then goes to the right and splits the roof and faade from the lower side, and finally splits the bricks from the left, which is the most damaged side. in order to perform the measurement, the lvdt was installed and activated on july 12, 2017 and connected to the vna using a coaxial cable for gpr data transmission. the lvdt was placed at a distance of 2m from the wall and, by doing so, the laser beam, hitting the wall, was able to travel until the sensor itself. the lvdt was placed vertically on the wall, having the laser beam parallel to the building axis. the setting of the sensor has been performed in such a way that the two lower pins were placed on the left side of the wall, whereas the upper pins were placed on the right side, in order to have the beam propagate from the bottom to the top. in order to place the lvdt properly, the operator had to make sure that the laser beam hit the wall with a specific orientation, i.e., the vertical pin was placed over a certain brick, whereas the lower pins were placed over two bricks with a specific orientation. the layout of the pins was decided by the operator performing the installation, and the laser beam was aimed, using a laser pointer, by placing the point of the laser beam over a specific brick in the wall. for the measurement, the vertical beam was allowed to propagate until the sensor. the gpr data has been recorded and processed using the gpr-flex software, where the following gpr parameters have been analyzed: i) the amplitude of the wave reflected by the wall, ii) the distance between the first and the second peak of the wave, iii) the distance between the first peak and the first valley of the wave, iv) the distance between the second peak and the first valley, and v) the distance between the first peak and the second valley of the wave.

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