Estudio geotécnico in Daya Nueva

In Daya Nueva, the geotechnical subsoil is formed mostly by fine sands and silts, components that determine a moderate bearing capacity and variable density. This type of ground may present some compressibility and local heterogeneity; therefore, when designing foundations, it is recommended to pay attention to stratigraphic characterisation and potential variations in density, especially in new-build projects. The presence of extensive and discontinuous aquifers requires considering the groundwater level as a conditioning factor for selecting the foundation type.

Seismicity in Daya Nueva is very low, with only about 2 recorded events over 30 years and a maximum magnitude of 1.9, so seismic risk is practically negligible at structural level. Since the subsoil is not clayey, the risk of expansiveness is ruled out, favouring foundation stability. The main factor to consider in geotechnical studies for the area will be the possible heterogeneity of the granular strata and the interaction with groundwater in the event of deep foundation works.