Estudio geotécnico in Fuensalida

In Fuensalida, the dominant geological substrate consists of sandstones, conglomerates and flysch, which represents 68,77% of the ground composition, occasionally complemented by limestones, dolomites, marbles and deposits of compact gravels and sands. These materials usually exhibit good bearing capacity, which is favourable for the design of shallow foundations; however, the presence of aquifers with moderate permeability means that suitable drainage must be planned to avoid erosion or local washout problems in support areas.

Seismicity in this municipality is high, with around 200 events recorded over 30 years and a maximum magnitude (Mmax) of 5.1, which requires the consideration of specific seismic loads in the structural design. Although the swelling of clays is not predominant, it may appear in a subordinate manner, so it is prudent to include its verification in the geotechnical study, especially in localised areas. The main technical constraint in Fuensalida will be the rigorous compliance with anti-seismic regulations in the design and construction.