Estudio geotécnico in Begonte

In Begonte, the dominant substrate is made up mostly of slates and schists, which gives the ground a dense and resistant nature, albeit with very low permeability. These materials usually provide an adequate bearing capacity, facilitating shallow foundations except in specific areas where fine sand or silt outcrops. The occasional presence of granite, gneiss and other igneous rocks further reinforces the competent behaviour of the ground for construction, while the small proportion of sandstones and conglomerates scarcely represents a conditioning factor within the municipality as a whole.

Seismic activity is very low, with only 6 events over 30 years and a maximum magnitude of 2, which means that seismicity does not impose relevant technical restrictions on structural design. The risk from expansive soils is ruled out thanks to the non-clayey nature of the substrate. The absence of karst processes also removes concern about cavities or instabilities associated with them. In short, the main focus should be on the possible local variations in strength due to isolated intercalations of fine sediments, although the overall context is favourable for construction.