Geotechnical study in Burujón

In Burujón, the geological setting is dominated by the presence of water masses, which suggests a widespread hydrogeological influence on the ground. This is accompanied by occasional bodies of limestone, dolomite and marble, as well as gravels, sands and, to a lesser extent, sandstones and conglomerates. In the context of building, these materials generally provide a good bearing capacity, particularly in areas where compact gravels and limestones crop out. However, the proximity to or presence of water masses requires attention to the groundwater table and its impact on the choice and protection of the foundation.

The seismicity in Burujón should be considered high, given the occurrence of 200 events over 30 years and a maximum magnitude of 5.1, which implies that the structural design, for both the foundation and the superstructure, must include specific criteria for protection against seismic events. The substrate is not clayey, which rules out risks of ground expansivity. Thus, the main constraint for the geotechnical study in Burujón is the suitability of the design for significant seismicity, as well as the proper management of interaction with underground water masses.