Estudio geotécnico in Navalmanzano

In Navalmanzano, the dominant ground is mainly composed of compact gravels and sands, which provide excellent bearing capacity and facilitate the execution of conventional shallow (direct) foundations. Limestones, dolomites and marbles, present in smaller proportions, also contribute with favourable geomechanical parameters, although they may require additional studies to control the presence of fractures. Areas associated with bodies of water require specific assessment due to their hydrogeological behaviour, but in general there are good conditions for shallow foundation construction.

Seismic activity in Navalmanzano is classified as high, with more than 150 events over 30 years and a maximum magnitude reaching 4.7; therefore, seismic action must be a relevant factor in structural design. Since the substrate is not clayey, the risk associated with expansiveness is ruled out, simplifying construction considerations. The key constraint for geotechnical studies in the area will be the seismic assessment and the detailed characterisation of the supporting material, particularly in areas close to bodies of water.