Estudio geotécnico in Villanueva de la Reina

In Villanueva de la Reina, the dominant subsoil is mainly made up of slates and schists, low-permeability materials that provide moderate bearing capacity suitable for standard shallow foundations, provided that the degree of alteration and fracturing is verified. The occasional presence of fine sands and silts requires investigating the possible occurrence of compressible layers; it is therefore advisable to avoid bearing directly on these loose materials without prior treatment.

Seismicity in this municipality is very low, with minimal seismic activity and low magnitudes, which considerably limits the influence of this factor on structural design. The non-clayey subsoil rules out risks of expansiveness, eliminating one of the main threats to building stability. Thus, the main geotechnical constraint is linked to the heterogeneity of the materials and their impermeable nature—points that must be verified with suitable in situ tests.