Estudio geotécnico in Cintruénigo

In Cintruénigo, the dominant subsoil is composed of sandstones, conglomerates and flysch, present in almost 59% of the territory, accompanied by compact gravels and sands, which also have a significant presence. These materials are usually characterised by their high bearing capacity, generally facilitating designs for shallow foundations. The permeability of these soils is high due to the nature of the aquifers, which may require special attention to protecting foundations against possible rises in the groundwater level and seepage of groundwater.

Seismicity in Cintruénigo is very low, with barely two recorded events over 30 years and a maximum magnitude of 1.7, factors that minimise the influence of seismic activity on structural design. No presence of karst is reported, nor of materials with risk of expansivity; the non-clayey subsoil rules out concerns regarding differential settlement associated with expansive soils. The main constraint for geotechnical studies in the area lies in the high permeability, so it is essential to carry out a correct hydrogeological characterisation during the design phase.