Estudio geotécnico in Fuente Álamo de Murcia

In Fuente Álamo de Murcia, fine sands and silts predominate, which determines a variable bearing capacity that requires detailed analysis for foundation design. The occasional presence of slates and schists suggests zones with more competent bedrock, whereas the sporadic occurrence of limestones and dolomites may influence the choice of foundation type in specific locations. The low percentage of gypsum, anhydrite and salts implies a localised dissolution risk, which must be assessed particularly if the foundation passes through these levels, as differential settlements or other associated problems could arise.

Seismic activity in the municipality is moderate, with a record of 33 events over 30 years and a maximum magnitude of 3.2, so it is not a determining factor in structural sizing. It is important to note the possible presence of karst, especially in areas of limestones and dolomites, making it essential to verify the existence of cavities before executing the foundation. The absence of clayey substrates eliminates the risk of expansivity. In conclusion, lithological heterogeneity and the potential for karst processes are the main constraints for preparing a geotechnical study in the area.