Estudio geotécnico in Buñol

In Buñol, the dominant subsoil is composed mainly of limestones, dolomites and marbles, which gives the ground a high bearing capacity that is ideal for the foundation of new buildings. The occasional presence of gypsum, anhydrite and salts adds a risk factor of long-term dissolution that must be taken into account in the geotechnical analysis, particularly in areas where these materials may be present at depth. Compact gravels and sands, together with the smaller deposits of fine sands, silts and sandstones, are infrequent and generally do not govern the foundations, except in isolated cases.

Seismicity in the municipality is very low, with only 6 events over 30 years and a maximum magnitude of 2.8, which limits its influence on structural design. However, there is evidence of karstification due to the predominance of carbonate materials, so it is essential to carry out a thorough verification to rule out cavities or subsidence phenomena before executing any foundations. The non-clayey subsoil rules out the possibility of expansiveness, but the main factor governing conditions in Buñol is the potential risk arising from karst-related phenomena and the dissolution of gypsum.