This diploma paper describes the procedure of landslide remediation in the area of Smrečje in Primorsko-goranska county. First, it was necessary to determine the very important geological, seismic and geotechnical features of the site. By determining the primary characteristics of the site, a geotechnical calculation could be approached. The geotechnical calculation consisted of stress-strain analysis, stability analysis, and complete analysis related to the retaining wall. All three required analyzes were performed using one the computer program to obtain the most accurate results. Stability analyzes were performed through static and earthquake conditions. It was necessary to dimension the structural elements. In this paper, attention is focused on the beam and pilots. After the analysis and sizing are performed, the given solution must be verified. Verification is carried out through the control of the stiffness of the layers of stone backfill, the control tests of the compressive strength of concrete on the head beam and piles, the testing of the integrity of the piles, and the measurement of displacement by geodetic benchmarks and the measurement of displacement by inclinometer.