Estudio geotécnico in Barlovento

In Barlovento, the dominant subsoil is composed mainly of sandstones, conglomerates and flysch, occupying almost the entire municipal surface area. These materials usually exhibit adequate bearing capacity for shallow foundations, although in the specific case of flysch it is important to consider possible heterogeneities and interbedded weakness zones. The minor presence of granite and gneiss suggests locally excellent bearing capacity areas. In general terms, the soil types make it possible to design conventional foundations, and the detected aquifers indicate moderate permeability, which must be taken into account for drainage and protection against subpressures.

The area shows extremely low seismicity, with only a single recorded event in the last 30 years and a maximum magnitude of 1.8, which significantly reduces the seismic influence on structural design. There are no karst phenomena or risks associated with the expansivity of clays in the comarca. The main factor conditioning a geotechnical study in Barlovento lies in the adequate characterisation of the flysch lithology and its possible variability, rather than in seismic or expansive risks.