对于挡土墙而言,受地震的影响比较常见。针对目前国内外挡土墙的抗震设计可以看出,目前的挡土墙抗震设计方法主要是基于位移的设计。本文通过实例对位移与力的抗震设计进行比较分析,根据研究表明,两种设计中,基于位移的挡土墙设计的抗震性能更好,因此,应该在挡土墙的抗震设计中加以利用。 For the retaining wall, the impact of the earthquake is more common. According to the seismic design of retaining wall at home and abroad, it can be seen that the current seismic design method of retaining wall is mainly based on displacement design. In this paper, a comparative analysis is made between the displacement and force aseismic design through examples. According to the research, the design of the retaining wall based on displacement is better in seismic performance in both designs, so it should be used in the aseismic design of retaining wall.