Estudio geotécnico in Tuineje

In the municipality of Tuineje, the subsoil is dominated mainly by granite, gneiss and other igneous rocks, which provides a solid and stable foundation for the footings of any type of construction. Sandstones, conglomerates and flysch occur occasionally, as do layers of fine sands, silts and hard clays, although these softer soils represent a smaller fraction of the area. The bearing capacity under these conditions is usually high, favouring shallow foundations directly on the ground, although it is recommended to check for isolated pockets of loose materials that could affect the uniformity of the support.

The seismic activity recorded in Tuineje is very low, with only one event in the last 30 years and a maximum magnitude of 2.6, which minimises the importance of seismic risk in the geotechnical analysis. No karst or expansivity-related hazards have been identified in the soils, which simplifies the design and construction process. In conclusion, the main factor to consider for the geotechnical study in Tuineje is confirming the continuity and quality of the predominant igneous materials as a founding level, especially in the event of possible interbedding of finer or altered soils.