Estudio geotécnico in Mula

In the municipality of Mula, the predominant soils mainly correspond to limestones, dolomites and marbles—materials with high mechanical competence that provide good conditions for the ground’s bearing capacity. A significant presence of compacted gravels and sands is also observed, which likewise offer suitable suitability for foundations, together with smaller percentages of sandstones, conglomerates and flysch, as well as fine sands and silts in a lower proportion. However, it is important to take into account the possible variability of the strata, particularly the dominant carbonate nature, which may exhibit local heterogeneity in the bearing response.

Seismicity in Mula is classified as notable, with 145 recorded events over the last 30 years and a maximum magnitude (Mmax) of 4.5, which implies that this factor must be included in the structural design approach. Given the karstifiable nature of the limestones and dolomites, it is essential to carry out a detailed verification of the development of cavities and karst processes before undertaking the foundation, as these may represent a significant constraint for the stability of structures. As no presence of expansive clays is reported, the non-clayey substratum rules out risks associated with swelling or shrinkage movements, focusing the main constraints on the notable seismicity and the possible presence of karst.