The study of dynamic analysis of fully saturated soil under moving load is of importance to several disciplines, such as traffic engineering, seismology. In this dissertation, a systematic study on dynamic analysis of fully saturated soil under moving load is performed on basis of Biot's theory using Fourier series expansion.This dissertation starts with an introduction of this study discipline. Based on the research of others, dynamic analysis of different model including fully saturated halfspace, layered saturated soils, Gibson soils and fully saturated halfspace with an elastic superstratum is considered under moving load. A parametric study is presented to illustrate the influences of parameters.
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