This study addresses the critical need for slope stabilization along a roadway that has already experienced land sliding, which is located in Coassolo Torinese region in Piemonte, Italy. Initial slope stability analyses, conducted using the Slide2 software, revealed that the existing slope conditions present a significant risk of further failures, with Factors of Safety (FoS) indicating marginal to unsafe stability levels. These findings corroborate field observations, emphasizing the urgency of implementing remedial measures. To mitigate this risk, a multi-step approach was adopted. The first phase involved a theoretical exploration of various stabilization techniques aimed at increasing the slope's stability. After careful consideration, the selected interventions and the construction of reinforced concrete retaining walls.