Estudio geotécnico in Paiporta

In the municipality of Paiporta, soils of fine sands and silts predominate, accounting for more than half of the near-surface substrate. Gravel and compact sands also crop out significantly, while the occasional presence of water masses suggests active groundwater dynamics. This set-up implies good bearing-capacity conditions in most cases; however, it is advisable to analyse any potential soft zones associated with the silts and the saturation of the materials before defining the foundation solution. Extensive, high-permeability aquifers require particular attention to groundwater-level control during execution of the works.

Seismicity in Paiporta is moderate, with 27 events over the last 30 years and a maximum magnitude of 3.4, indicating low but non-negligible seismic activity for the area. No evidence of karstification affecting the site has been detected, and expansiveness is limited to subordinate or localised clays in climatic zones without any notable annual deficit, so the associated risk is limited, although it should be verified on a case-by-case basis. The main geotechnical constraint lies in the presence of potentially saturated materials and underground flow, which may influence both the foundation and the durability of the structure.