Estudio geotécnico in Malpartida of Plasencia

In Malpartida de Plasencia, the predominant soils are mainly composed of slates, schists, granite and gneiss—materials that provide a competent substrate for construction. These ground conditions offer adequate bearing capacity for shallow or direct foundations, provided that correct excavation and cleaning of the base are ensured. The minor presence of sandstones and conglomerates has a lower impact, and the identified bodies of water indicate specific areas where local hydrostatic stability should be checked before constructing foundations.

The municipality has a moderate level of seismicity, with 20 events over 30 years and a maximum recorded magnitude of 3, which implies minor effects and does not represent a significant limitation for structural design. There is no risk of expansivity, as the substrate is not clayey. Nor are there any signs of karstification in the area; therefore, no underground cavities or dissolution of materials are expected. As a key condition for the geotechnical study, it should be noted that the low permeability of the soils may influence drainage and the management of groundwater.