Estudio geotécnico in Mazaricos

In Mazaricos, the dominant soils mainly correspond to sandstones, conglomerates and flysch, accompanied by significant proportions of slate and schist. These formations provide good stability conditions for shallow foundations, given their mechanical characteristics and structural strength. The low frequency of fine sands and silts reduces the risk of settlement, while the presence of water masses, although occasional, should be taken into account to avoid moisture-related problems. In general, the subsoil offers adequate bearing capacity and favours conventional foundation solutions.

The municipality shows moderate seismicity, with 14 events over 30 years and a maximum magnitude (Mmax) of 2.6, which implies a limited influence of seismic risk on structural design. No karst phenomena or expansive clay soils are identified, thereby ruling out the risks associated with expansivity and underground collapses. The main geotechnical constraint in Mazaricos is related to the correct identification of impervious layers and the possible presence of shallow aquifers, but overall it is a geologically favourable environment for building.