The TCDD (Turkish State Railways) Alayunt-Balıkesir line, specifically the section between KM 131+052 and KM 131+240, faces significant safety risks due to the instability of the slopes along the railway track. These slopes pose potential hazards to the railway line, including the risk of rockfall and debris accumulation, which can endanger both the rail infrastructure and the safety of train operations. In order to ensure the safety of the railway line and protect against rockfalls and other geological hazards, appropriate engineering solutions were sought.

The slopes in the specified section of the Alayunt-Balıkesir railway line are vulnerable to rockfall, which can obstruct the tracks and cause significant damage to the railway infrastructure. The instability of these slopes, including loose rocks and weathered material, presents a serious risk to the safety of the railway operations. Given the proximity of the railway track to the unstable slopes, there was an urgent need to implement effective slope stabilization measures to prevent potential accidents and ensure continuous, safe operation of the line.