近年来,根据地震引起墙的永久位移提出了重力式挡土墙新的抗震设计方法。这些方法通常忽略了回填料中地面动运的增强对墙的地震作用的影响。本文提出了用有限元模型所得到的结果,可以将回填料中地面动运的增强考虑到永久变形的计算中去。这些成果的结论也被用于设计。 In recent years, new seismic design methods for gravity retaining walls have been proposed based on the permanent displacement of earthquake-induced walls. These methods usually ignore the effect of enhanced ground motion in the backfill on the seismic effect of the wall. In this paper, the results obtained by the finite element model are presented, and the enhancement of the ground motion in the backfill can be considered in the calculation of the permanent deformation. The conclusions of these results are also used for design.