Estudio geotécnico in Valverde del Camino

In Valverde del Camino, soils formed by slates and schists predominate, with a high proportion of presence that significantly conditions the ground’s bearing capacity. These materials generally have a compact nature but may show planes of weakness that require detailed analysis in the geotechnical studies prior to any foundation. The low frequency of granites, gneisses and, to a lesser extent, carbonated rocks such as limestones or dolomites implies that most sites will show moderate to high resistance, but also possible problems of fracturing or weathering, which is why it is essential to carry out specific reconnaissance campaigns before defining the most suitable type of foundation.

As regards seismicity, the area presents a moderate number of seismic events, although with low magnitudes (Mmax 3.2), which suggests a limited influence on overall structural design. The risk of possible pathologies linked to expansivity is negligible, since the substrate is not clayey, ruling out this type of problem. Therefore, the main geotechnical constraint in Valverde del Camino lies in characterising the fracturing and variability of the slaty and schistose materials, with the assessment of stability and bearing capacity being especially relevant for the foundation design project.