Estudio geotécnico in Burjassot

In Burjassot, fine sands and silts predominate, with a high frequency of outcrops of limestones, dolomites and marbles. These materials provide variable bearing capacity: limestones and dolomites favour direct foundation owing to their strength and stability, whereas sands and silts may show variability in settlement and specific compaction requirements. The presence of extensive, high-permeability aquifers adds an important factor to consider in drainage and possible lowering of the groundwater table in order to optimise foundation performance.

Seismicity in Burjassot is moderate, with 27 events recorded over the last three decades and a maximum magnitude of 3.4, which implies a limited level of influence on structural design. The existence of karstic ground requires rigorous verification of the presence of cavities before executing any foundation works to avoid unexpected subsidence. Since the subsoil is non-clayey, the risk from expansivity is ruled out, and control of the karst is the main geotechnical constraint for the municipality.