Abstract: The shiplock works located on the Beijing Hangzhou Grand Canal at the junction of Jiangsu and Shandong Provinces is one of the most important shiplock works. In the design of shiplock works, due to lack of geological investigation data and the lower safety factor applied to the design of the revetment retaining wall, there occurs a local sliding deformation during the shiplock operation, which may have a danger to the entire safety of the shiplock. It is necessary to make repair and reinforcement of the existing revetment retaining wall for the safety of the shiplock. Considering this sliding failure, the feasibility of the repair-reinforcement scheme for the revetment retaining wall is studied based on theoretical analysis and simplified numerical simulation. Through the simulation calculation and optimization analysis, two kinds of schemes of the slide-resistant slab combined with the reinforced earth have been put forward in this study. From the angle of the safety of the wall works, comparative analyses are carried out for the schemes, and finally the scheme of the slide-resistant slab combined with the reinforced earth is determined as a repair-reinforcement scheme for the revetment retaining wall. The research and analysis of the works can be taken as a technical reference for dealing with the slide-resistant stability of the similar works.