Estudio geotécnico in Escalonilla

In Escalonilla, the geological substrate is governed mainly by limestones, dolomites and marbles; these elements account for around 59% of the local ground and provide a competent basis in terms of bearing capacity, facilitating shallow or deep foundation design depending on the integrity of the rock and the presence of fracturing. Compacted gravels and sands are identified as frequent materials, suitable for direct support of foundations, whereas sandstones, conglomerates and flysch appear only occasionally, requiring a specific assessment of their compaction and stability before defining the optimal structural solution for the project.

Seismicity in the municipality of Escalonilla is high, with 200 recorded events every 30 years and a maximum magnitude of 5.1; this aspect must be incorporated into structural analysis and design, selecting foundation typologies that are resistant to seismic movements. The subordinate presence of expansive clays suggests some risk in localised areas, although their overall impact is limited compared with other regions; however, a targeted analysis is recommended in zones where these deposits crop out, as they may require special foundation solutions. The main constraint in Escalonilla will be determined by both the high seismicity and the detailed assessment of the clayey horizons, thereby ensuring the durability and safety of the structures.