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Based on structural similarity principles, a scale model of a laterally loaded pile was established to numerically simulate and study the problem of lateral soil-pile interaction by distinct element method in 3 dimensions. Level displacements of the pile and soil resistance around the pile related to the factors of the pile's diameter, the pile's rigidities and soil properties. According to the above distinction classification method, the factors of the pile's diameter, the pile's material rigidities and internal frictional coefficient of soil around the pile were analyzed in detail to find different quantity influences on the mechanics characters of horizontal displacements of the pile and the p-y curve.

DEM in 3D Simulation of Influencing Factors of Deformation Properties and p-y Curves of a Laterally Loaded Pile