Estudio geotécnico in Golmés

In Golmés, the dominant subsoil consists of compacted gravel and sand, which are found very frequently in the ground. These materials, characterised by their coarse particle size distribution, promote high bearing capacity and predictable behaviour for shallow foundations, provided that compaction is adequate and homogeneous. The low permeability reported for the subsurface formations limits water infiltration, which reduces the likelihood of moisture changes that could affect stability in the long term.

Seismicity in Golmés is very low, with only 3 recorded events in the last 30 years and a maximum magnitude of 2,5, which implies a practically negligible seismic risk for the design of foundations. In addition, the fact that the subsoil is non-clayey rules out the presence of risks due to expansivity in the soils. The main geotechnical limiting factor in the municipality is the appropriate characterisation of the compaction of the gravel and sand, thereby ensuring a stable and safe base for any future construction.