Estudio geotécnico in Saviñao, O

In Saviñao, the ground is predominantly made up of sandstones, conglomerates and flysch, compact materials with a mostly detrital composition. These types of soil, characterised by their cohesion and limited deformability, provide adequate bearing capacity for conventional foundations, although it is essential to identify any possible areas with less consolidated interbeds. The low permeability of these formations limits natural drainage and may increase pore-water pressure under certain conditions, which means that correct sizing of the foundation system is crucial to prevent unwanted settlements.

With regard to seismicity, Saviñao has high activity, with 200 recorded events over 30 years and a maximum magnitude reaching M5, which means that the seismic parameters must be taken into account as a priority in any structural design in order to ensure the safety and stability of the buildings. The study confirms the absence of risk from expansive soils thanks to the non-clay bedrock, eliminating concerns related to heave and shrinkage. The main technical constraint for the development of geotechnical projects will therefore be consideration of behaviour under seismic actions in the design of the foundation.