重庆市渝中区长滨路加筋土挡墙是重庆主城核心区重要的市政道路、城市堤防、客货码头。近年来,该加筋土挡墙的变形日趋严重,有必要对其进行加固整治。长滨路沿岸布置有九码头至十八码头等趸船码头,码头系锚设施直接埋设于加筋土挡墙内。在制定加固方案时,若不考虑趸船码头系锚力的影响会偏于不安全。该文结合长滨路加筋土挡墙复杂的运营环境和现场监测资料,运用MIDAS-GTS大型有限元分析软件,对长滨路加筋土挡墙有系锚设施区段与无系锚设施区段的破坏模式及稳定性进行了渗流应力耦合分析对比,从而为制定合理的加固方案提供一定的理论依据。 Yuzhong District Longbin Road Reinforced Earth Retaining Wall is an important municipal road in Chongqing’s main urban area, urban embankment, passenger and cargo terminals. In recent years, the deformation of reinforced earth retaining wall is becoming more and more serious, so it is necessary to reinforce it. There are nine barges to 18 barges along the coast of Changbin Road, and the anchorage facilities of the pier are directly buried in the reinforced earth retaining wall. In formulating the reinforcement scheme, it would be unsafe to ignore the effect of anchor strength at barges. Combined with the complicated operating environment and on-site monitoring data of the reinforced concrete retaining wall of Changbin Road, this paper applies MIDAS-GTS large-scale finite element analysis software to analyze the reinforced concrete retaining wall of Changbin Road, Section of the failure mode and stability of the seepage flow stress coupling analysis and comparison, so as to provide a reasonable reinforcement program to provide a theoretical basis.