The present thesis aims to evaluate thunder-soil interaction verifying the influence of its induced vibrations to the reduction of the factor of safety in a pseudo-static slope stability analysis. In order to carry out this research, considering the unpublished approach, a theoretical survey was made in order to present the main characteristics of the lightning and its correlations with the soil. As a material, a colluvial soil, mainly composed of quartz, feldspar and biotite was characterized by standard methods (supplemented with the use of 3D microtomography) in order to reveal its mineral composition, structural arrangement and water retention. After field and laboratory calibration of the water potential and volumetric moisture sensors, a long-term field monitoring was performed to evaluate the correlation between climatic data (including lightning incidence) and soil water potential. Finally, a seismographic monitoring station was used to capture the vibrations induced by thunder in the soils. The results depicted 39 lightning events near the field monitoring site. However, no rapid variation of water potential was revealed during thunderstorm days. Seismic monitoring showed that thunder caused micro-seismic signals composed of ground peak accelerations up to 0.02 m/s squared. In conclusion, for geotechnical purposes, thunder is a subject that can be evaluated in the light of pseudostatic loads. However, further researches are required to verify the vibrations of larger magnitudes, induced by rays that occur at smaller distances of the seismic monitoring point.