Estudio geotécnico in Valdefuentes

In Valdefuentes, soils formed by slates and schists predominate, accompanied in smaller proportions by granite, gneiss and other igneous rocks. This geological context favours a high bearing capacity in most cases, although the heterogeneity of the formations may require adaptations in the foundation typology to ensure an adequate distribution of loads. The low permeability characteristic of these rocks, except for the local presence of shallow aquifers, implies efficient control of water ingress and moisture beneath the foundations.

Seismic activity in Valdefuentes is very low, with only one recorded event in the last three decades and an insignificant maximum magnitude (Mmax 1.5), which rules out the need to consider additional seismic factors in structural design. The non-clayey substrate eliminates the risk of expansiveness and there is no problem related to karstification. Therefore, the main geotechnical conditioning aspect is the correct assessment of the mechanical homogeneity of the materials at depth in order to optimise the foundation solution.