Estudio geotécnico in Benigànim

In Benigànim, the dominant ground is composed of limestones, dolomites and marbles, providing a solid base with excellent bearing capacity for shallow foundations. Fine sands and silts, which occur occasionally, may entail a localised reduction in strength, whereas specific areas with gypsum, anhydrite and salts imply a potential risk of dissolution that must be analysed before placing direct supports. The presence of masses of water, although uncommon, can affect the optimal choice and depth of the foundation.

Seismicity in Benigànim is very low, with only 5 recorded events over 30 years and a very low maximum magnitude (Mmax 2.7), so this factor barely plays a role in decision-making for geotechnical design. There are no relevant expansivity risks, as the subsoil is not clayey. However, the possibility of karst development in the carbonate formations calls for additional caution: it is essential to verify the presence of cavities or dissolution before founding, since this is the primary controlling factor for any geotechnical study in the area.