This research paper revolves around studding the repairing of reinforced concrete columns which are subjected to an axial compression load, by using ferrocement jackets containing two layers of Welded Wire Meshes (WWMs), which are in turn encapsulated in high strength mortar. The experiments were carried out at the concrete lab in the faculty of civil engineering, Damascus University. The results were analyzed in order to determine the effects of repairing technique on Ultimate Compressive Strength, Ductility of the Column and Failure Modes. Empirical results confirmed the efficiency of using locally available welded wire meshes in repairing of reinforced concrete columns.