Estudio geotécnico in Benicull de Xúquer

In Benicull de Xúquer, fine sand and silt soils predominate, representing approximately 89% of the near-surface materials, which significantly conditions the geotechnical characteristics of the ground. The occasional presence of gravel and compact sands provides localised areas with higher bearing capacity, whereas the ease with which the sandy and sandy-silty facies become saturated can compromise stability during episodes of heavy rainfall. Therefore, for proper foundation design, it is essential to carry out ground investigation tests to assess density and the degree of compaction, with particular attention to the possible evolution of moisture with depth given the ground’s hydraulic properties.

Seismic activity in the municipality is moderate, with 27 recorded events over a period of 30 years and a maximum magnitude of 3.4, indicating that the seismic factor can be considered typical, though not critical, in geotechnical studies for shallow and deep foundations. The non-clayey substrate virtually eliminates concern regarding expansivity-related phenomena, providing greater confidence when designing supports. The most relevant factor when assessing the ground conditions will therefore be the high permeability of the aquifers and the possible presence of less compact layers that may require ground improvement treatments or solutions before executing the foundation.