Abstract:In this study, the dynamic properties of reinforced earth retaining walls under seismic load were analyzed by using Plaxis, a finite element analysis software program. The analysis focused on the dynamic response characteristics of the wall under the influence of different reinforcement lengths, reinforcement spacing, and peak acceleration, assuming an ideal wall with a height of 6 m and a base in foundation soil. Through simulations, it was determined that changes in reinforcement length, reinforcement spacing, and peak acceleration had the strongest influence on the horizontal displacement, vertical settlement, and stress in the reinforcement materials of the earth retaining wall. The horizontal displacement of a wall can be effectively reduced by using reinforced materials of longer length. However, this will lead to an increase in reinforced tensile load, and an uplift of reinforced earth retaining wall. The value of peak acceleration has the greatest influence on the horizontal displacement of wall. Although increases in horizontal displacement result from increases in peak acceleration, it is not a linear relationship. Decreases in reinforcement spacing can also effectively limit the overall horizontal displacement of wall, however, across a certain range, it can result in a relative increase in bottom of wall horizontal displacement. Therefore, reducing the displacement of a wall by decreasing the reinforcement spacing is only useful to a limited extent.