Estudio geotécnico in Monòver/Monóvar

In Monòver/Monóvar, the ground is predominantly composed of fine sands and silts, as well as sandstones, conglomerates and flysch, with occasional occurrences of limestones, dolomites and marbles. These materials usually provide adequate bearing capacity for shallow foundations, except in areas where fine sands and silts with low compaction predominate, which may require a detailed study to avoid settlements. In addition, areas containing gypsum, anhydrite and salts are identified, introducing a certain risk of dissolution that must be assessed before defining the type of support for the foundations.

Seismicity in the municipality is moderate, with 17 events over the last 30 years and a maximum magnitude of less than 4.5, which is a factor to take into account, but without imposing severe requirements for structural design. On the other hand, the absence of a clayey substrate rules out possible problems related to ground expansiveness. However, the presence of materials susceptible to karstification makes it essential to verify the presence of cavities or instabilities associated with karst processes before carrying out any foundation works; this is the main geotechnical factor to be controlled in the area.