Estudio geotécnico in Cee

In the municipality of Cee, formations of sandstones, conglomerates and flysch predominate, accounting for 87.2% of the substrates, while shales and schists appear only occasionally. These materials generally exhibit high strength and bearing capacity, although their low permeability may affect drainage and influence hydrogeotechnical behaviour, particularly in shallow foundation projects. The largely non-clayey nature rules out significant expansivity-related problems, which helps to ensure more stable and predictable foundations.

With regard to geotechnical risks, seismicity in Cee is very low, with only 3 recorded events in the last 30 years and a maximum magnitude of 3.1, so its impact on structural design is minimal. The area lacks any karstification phenomena and, since the substrate is not clayey, the presence of risks associated with expansive soils is ruled out. Thus, the main aspect to consider in geotechnical studies for Cee will be related to the low permeability of the substrate and the corresponding attention to drainage and protection against surface water.