Estudio geotécnico in Curtis

In the municipality of Curtis, soils composed of sandstones, conglomerates and flysch predominate, followed by slates and schists. These materials generally exhibit good and homogeneous bearing capacity, facilitating the design of conventional shallow foundations, although the low permeability of some strata may influence drainage and the management of groundwater. It is essential to identify the continuity and strength of these formations to ensure the appropriate structural behaviour of buildings.

Seismic activity in Curtis is very low, with only 5 events in the last 30 years and a maximum magnitude of 1.9, so seismic risk does not represent a relevant constraint for geotechnical design. As the underlying ground is non-clayey, the presence of expansive soils is ruled out, minimising the risks associated with swelling and shrinkage. In summary, the main focus should be on the detailed characterisation of the layer structure and its permeability in order to optimise foundation solutions.