Estudio geotécnico in Tomelloso

In Tomelloso, the predominant subsurface materials include limestones, dolomites, and marbles, followed by compact gravels and sands and, in smaller proportions, slates and schists. These soil types provide a good bearing capacity for shallow foundations, while the sandy formations and areas with an occasional presence of silts and peats must be carefully located and avoided as a support base. The overall low permeability favours stability; however, it is important to take into account the possibility of aquifers at depth, especially when planning basements or underground works.

Seismicity in the municipality is notable, with 111 events recorded over thirty years and a maximum magnitude of 3.3; therefore, although the magnitude is not high, the frequency does require special attention in geotechnical studies to ensure suitable structural performance. There is also a risk of karstification due to the abundant presence of carbonate rocks, which may adversely affect ground stability; therefore, it is recommended to thoroughly verify the existence of cavities before proceeding with the foundations. The non-clayey subsoil rules out the risk of expansivity, making karst control the main geotechnical constraint in Tomelloso.