Estudio geotécnico in Masdenverge

In Masdenverge, the subsoil is dominated by fine sands and silts, with a significant presence of limestones, dolomites and marbles, as well as localised areas of gravel and compacted sands. This composition induces a moderate bearing capacity, and the presence of granular materials facilitates direct foundation solutions in most cases. The development of deep aquifers in these formations is possible, although the low near-surface permeability usually limits direct infiltration, so it is essential to characterise the stratigraphy before designing any foundation.

Local seismicity is very low, considering a single event over 30 years with a maximum magnitude of 2.9, which minimises the need for specific considerations in structural design. However, since there are significant outcrops of limestones and dolomites, it is essential to verify the presence of karst before designing the foundation in order to avoid risks associated with underground cavities. The non-clayey substratum also rules out the problem of expansive soils. Thus, the potential presence of karst constitutes the main geotechnical constraint in the municipality.