Estudio geotécnico in Oropesa

In Oropesa, soils predominate that are formed by sandstones, conglomerates and flysch, with occasional presence of granite, gneiss and other igneous rocks, as well as layers of limestones and dolomites. This lithological set produces ground with good bearing capacity for buildings, where shallow foundations may be optimal in large areas, although limitations associated with impermeable formations and shallow groundwater levels may appear. The compaction of gravels and sands, together with stable rocky sublayers, favours conventional construction solutions, although it will be necessary to assess the local variability of the substrate.

The seismicity in the municipality is considered high, recording 200 events over 30 years and a maximum magnitude of 5.1, so there is an urgent need to incorporate seismic criteria into structural calculations and the sizing of the foundations. The area has no risk due to expansivity since the substrate is not clayey, thereby excluding this condition. Consequently, the main technical consideration for a geotechnical study in Oropesa lies in the seismic action on the ground, this being the determining factor for safe structural design.