Estudio geotécnico in Cijuela

In Cijuela, soils are predominantly composed of fine sands and silts, which implies moderate bearing capacity, susceptible to localised variations depending on compaction and moisture. Carbonate formations, such as limestones, dolomites and marbles, are also present in significant amounts, providing a competent stratum for foundations provided that the integrity of the rock is ensured. It is important to note the occasional presence of muds and peats in deltaic areas, which must be ruled out as a support level due to their high compressibility and low bearing capacity.

Seismicity in the municipality is very low, with a record of only three events over thirty years and an Mmax equal to 3, which minimises the seismic requirements for structural design. No karst processes have been identified and there is no risk of expansiveness since the dominant substrate is not clayey. In conclusion, the main consideration for the geotechnical study in Cijuela lies in the accurate characterisation of the soft layers, especially where muds or peats may be found, in order to adequately define the foundation depth.