Geotechnical study in Ugíjar

In the municipality of Ugíjar, the dominant geological substrate is made up of slates and schists, occurring in more than 90% of the area. These materials, of metamorphic nature and low permeability, generally provide a good bearing capacity for shallow or semi-deep foundations, although locally there may be areas with surface aquifers that require special attention during a geotechnical study. The correct characterisation of these levels is fundamental to ensure the stability and durability of the designed foundations.

Seismicity in Ugíjar is very low, with only 2 recorded events over the last 30 years and a maximum magnitude of 1.5, which minimises the need to take structural seismic considerations into account in design. The absence of an clayey substrate eliminates any risk associated with ground expansivity. However, the possible presence of karst in the area requires a detailed check of the stability and homogeneity of the subsoil before executing any foundation, making this the main local geotechnical constraint.