Estudio geotécnico in Alginet

In Alginet, the predominant geotechnical subsoil is composed of fine sands and silts, accompanied in significant proportions by gravel and compacted sands. These characteristics generally allow good bearing-capacity conditions for most shallow foundations, thanks to the moderate cohesion and adequate density of these materials. There are also specific areas of hard clays and marls, as well as some very localised calcareous outcrops, which can improve the strength of the supporting ground in deep soils. High permeability stands out due to the presence of extensive aquifers; this is an aspect that requires special consideration in controlling the groundwater level during excavation and foundation works.

Seismicity in Alginet is very low, with only about 3 recorded events over 30 years and a low maximum magnitude, which minimises the seismic influence on the geotechnical-structural design. There are no indications of karst processes in the municipality, and the risk of expansiveness is ruled out due to the absence of a predominantly clayey subsoil. Therefore, the main factor to take into account in the geotechnical study will be hydraulic management during execution, due to the high permeability and the possible rise of the groundwater level.