Estudio geotécnico in Tavernes Blanques

In Tavernes Blanques, the subsoil is mainly dominated by fine sands and silts, followed by gravel and compact sands. This composition generally implies a moderate bearing capacity, in which the choice of foundation type must be adapted to the possible presence of poorly cohesive materials that may require ground improvement treatments or deep foundations, depending on the project load and the homogeneity of the substratum. The isolated presence of masses of water suggests that shallow aquifers may exist, so it is essential to consider the groundwater table in the geotechnical planning.

Seismic activity in the area is moderate, with 27 reported events over 30 years and a maximum magnitude of M3.4, which indicates that seismic risk is not a priority constraint for structural design. The non-clayey substratum rules out risks associated with soil expansiveness, making it easier to predict the mechanical behaviour of the ground. The main geotechnical constraint in Tavernes Blanques lies in the heterogeneity of the sands and silts, as well as in the possible proximity of the groundwater table.