Estudio geotécnico in Perafort

In Perafort, the geotechnical subsoil is dominated mainly by compact gravels and sands, which is favourable for foundations since these materials show good bearing capacity and limited settlements. Fine sands and silts appear less frequently, but they may exhibit some sensitivity to compaction and to possible variations in the groundwater level, although their overall impact is secondary to the predominance of gravels. The occasional presence of calcareous and dolomitic materials and hard sedimentary rocks provides local points of high strength, which may be relevant in projects requiring deep foundations.

Seismic activity in the municipality is very low, with fewer than 10 registered events over 30 years and a maximum magnitude of 2.6, which rules out seismicity as a significant design constraint. In addition, the analysis indicates that the non-clayey subsoil eliminates the risk associated with expansivity, ensuring greater long-term stability for foundations. In conclusion, bearing capacity is configured as the main variable to be assessed in the geotechnical studies of Perafort, presenting an environment generally favourable for construction.