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In this paper,the double-row prestressed anchor piles on a site are used as the project background,FLAC3D procedures is used to establish the three-dimensional model of the pile wall.Based on the seismic wave inputted to the bed rock,the dynamic time-procedure analysis of the pile and landslide mass is done,the earth pressure on the front and back of the pile and deformation of pile body under different seismic force,and on different piles with or without anchor rope are contrasted and analyzed as a key point.