Estudio geotécnico in Campanet

In Campanet, soils of fine sands and silts predominate, characterised by a poorly cemented texture that may limit the bearing capacity in certain areas, especially in the presence of high moisture. A relevant aspect is the occasional occurrence of gypsum, anhydrite and salts, which introduces a potential risk of dissolution and subsidence that must be analysed before selecting the foundation depth. Although the presence of limestones and dolomites is marginal, it is advisable to pay attention to local variations in the substrate that could influence ground stability for building projects.

The seismicity in Campanet can be considered moderate, with 24 events over 30 years and a maximum magnitude of 3.2, so it does not represent a significant constraint for structural design. Nevertheless, it is an area with karst development, so the possible presence of voids in the subsurface must be verified without fail before executing any foundation, thereby minimising geotechnical risks associated with unexpected collapses. The non-clayey substrate rules out issues relating to expansivity, leaving as the main constraint the assessment of areas with gypsum and the verification of the karst risk.