Estudio geotécnico in Santa Cruz de Mudela

In Santa Cruz de Mudela, the ground is composed fundamentally of limestones, dolomites and marbles, followed by the presence of slates, schists and, to a lesser extent, compact gravels and sands. The dominant composition of carbonate soils generally provides good bearing-capacity conditions, which allows direct foundations to be carried out in most cases. The limited presence of loose or poor-quality materials implies few restrictions on the choice of foundation type, although it is essential to consider the specific stratigraphy of the site to avoid zones where materials alternate with less compact materials.

Seismicity in the area is classified as very low, with only 7 events over 30 years and a maximum magnitude of 2.6, so seismic action does not represent a relevant constraint for structural design. The risk of expansivity is non-existent, since the non-clayey substrate rules out any problems associated with soil swelling. No risks derived from karstification have been identified, which allows greater confidence when considering shallow foundations. The main consideration when carrying out a geotechnical study in Santa Cruz de Mudela will be the local characterisation of the thickness and continuity of the carbonate materials and the location of shallow aquifers if present.