Estudio geotécnico in Culleredo

In Culleredo, substrates formed by sandstones, conglomerates, flysch predominate, as well as a significant proportion of shales and schists. These materials are commonly recognised for providing good stability and bearing capacity, allowing, in most cases, direct foundation solutions following proper characterisation of the ground mass. The occasional presence of fine sands and silts should be identified on a case-by-case basis, as it may locally limit bearing capacity and require special measures for the distribution of structural loads.

In terms of seismicity, Culleredo experiences moderate seismic activity, with 47 events in the last 30 years, although all are of low magnitude (maximum recorded 1.8), which implies a very low seismic risk for structural design. The absence of clayey soils virtually eliminates the risk of expansiveness, ruling out this factor as a conditioning element for the foundations. Consequently, the competent nature of the outcropping materials and the low seismic activity are the main factors to be considered in any geotechnical study carried out in Culleredo.