According to the project, stabilization of the terrain was carried out with a combined system of a supporting body of reinforced concrete stakes with a diameter of 80 cm, placed at a distance of 2.50 m in a staggered arrangement so that the two rows of stakes form a load-bearing structural element with a total length of 70 m. The bearing capacity of the stakes was tested with SIT lighting technology. On the upper part of the load-bearing structure, a top plate is made, which forms a load-bearing support structure. As a completed structural part of the combined protective support structure, a reinforced concrete canvas was constructed and benchmarks were set to track horizontal deformations. 561.47 m3 of concrete and 55.58 tons of reinforcement were installed for the execution of the planned positions.