Estudio geotécnico in Carbonero el Mayor

In Carbonero el Mayor, soils of compact gravel and sand predominate, representing a favourable setting for bearing capacity and allowing direct foundations in most cases. Occasional substrata of limestones, dolomites and marbles could show some variability in the geotechnical response, although without a massive presence of discontinuities. The low permeability of the near-surface formations contributes to stable behaviour, although there is potential for the presence of aquifers at greater depth, which must be analysed in the geotechnical study.

With regard to seismicity, Carbonero el Mayor lies in a zone of high activity, with 200 events over 30 years and a maximum magnitude (Mmax) of 4.7; this figure makes it necessary to take seismic actions into account in the structural design of buildings. Since the substratum is non-clayey, the issues associated with expansive clays are ruled out. The key geotechnical factor in this locality is seismicity, which must take centre stage in the analysis to ensure the safety and durability of the structures.