Between Km: 52 + 780 and 58 + 600 (Including AB and GH Branches): Steel Grid HR100 (reinforced with steel ropes in a vertical direction 1 per 1 m) and High Energy Damper (HEA) Steel Rope Panel supported with high capacity rock bolts are constructed as surface protection. Steel Grid HR100 type composite wire mesh system against medium-sized blocks has been designed according to the calculations, and Rock Bolt reinforced HEA Panel Systems are used for the safety of blocks larger than 3 m3. Rock bolt lengths were determined according to the analyzes made separately for each slope region. The analyzes were carried out according to the MACRO1 Static Analysis Program. Between Km: 62+400 and 62+530: Gabion System Wall was manufactured as a gravity type retaining structure to provide protection against landslide-type sliding movements caused by loose soil formation in the section located in this range of Km. With the MACSTARS W Static Analysis Program, the Seismic and Static load calculations of the system were made, and the project designs were carried out by dimensioning the wall according to the long-term analysis.