The waste tire-faced retaining wall is an ideal way to effectively utilize waste tires. However

vertical modular waste tire-faced retaining walls cannot withstand high-intensity seismic action. Therefore

the geogrid striped-reinforced method is proposed to improve its seismic performances. According to the soil-structure dynamic similarity system

a shaking table test model of the geogrid striped-reinforced waste tire-faced retaining wall is designed. This test model can consider the influence of seismic intensity

seismic wave

length of geogrid reinforcement

spacing of geogrid reinforcement and the slope of the wall. The seismic response characteristics were analyzed

such as the tire-faced wall and the backfill acceleration

the lateral displacement of the wall

the settlement of the backfill on the top of the wall and the dynamic soil pressure on the back of the wall. In addition

the characteristics are compared with those of the shaking table test of the waste tire-faced retaining wall (unreinforced). The results show that geogrid striped-reinforced tire-faced retaining walls significantly improve the seismic response characteristics of unreinforced retaining walls

and improve the seismic performance of the tread retaining wall. Thus

the geogrid striped-reinforced vertical waste tire-faced retaining wall can be used as an ideal wall for engineering application.