Estudio geotécnico in Vegas del Condado

In Vegas del Condado, the dominant subsoil is composed largely of sandstones, conglomerates and flysch, which provides favourable conditions for foundations due to their compactness and strength. Fine sands, silts and compact gravels are also present, though in smaller proportions; these are materials that facilitate the ground’s bearing capacity. However, there is localised presence of water bodies and aquifers which, owing to their high permeability and productivity, require appropriate drainage management to prevent problems such as undermining or instability during the design and execution of foundations.

Seismicity in this municipality is high, with 200 recorded events over 30 years and a maximum magnitude (Mmax) of 4.7, which means that specific measures for seismic resistance must be incorporated in any geotechnical study prior to construction. No karst-related risks are identified, but the possibility of encountering subordinate expansive clays in certain areas implies that the expansive behaviour should be assessed, particularly if unfavourable climatic conditions coincide. Thus, the main constraint is determined by the high seismicity and the presence of extensive aquifers—critical factors in terms of the stability and durability of the designed foundations.