This paper revisits the influences of vertical load on the lateral dynamic responses of a single pile with rigorous analytical methods. The vertical load of pile is supported by the combination of end-bearing and side friction that develops along the pile length. The equilibrium equations of surrounding soil are analyzed by making use of the continuum-based solution, whereas the pile is modeled by the conventional Euler-Bernoulli beam theory. According to the assumption of perfect contact between the pile and the soil, the axial force function is deduced, which yields the analytical forms of vertical load and mechanical parameters of the pile-soil system. Using the formulation of lateral soil resistance and taking into account the influences of vertical load, the dynamic responses along the end-bearing friction pile are subsequently achieved via the Adomian decomposition method. The results obtained in this scheme were compared with analytical techniques available in the previous literature, which are applicable to the dynamic responses in the absence of vertical load. The results of numerical analysis indicate that the influences of vertical load on both the lateral displacement and the bending moment of the pile could be significant and, in general, enable them to undergo remarkable redistribution.
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