循环荷载下半透水边界粘弹性一维固结解析解

针对单层粘弹性地基模型，对循环荷载傅立叶级数展开，由固结方程求得循环荷载作用下半透水边界饱和软粘土一维固结解析解，并通过边界转换，可以得到任意边界地基在任意随时间变化的荷载作用下的孔压变化情况，研究的成果为软粘土地区的工程建设提供重要的指导。

On analytical solutions to viscoelastic one-dimensional consolidation of impeded boundaries under cyclic loading

According to the single layer viscoelastic foundation model, the paper starts from the Fourier series of the cyclic loading, concludes the analytical solutions to the viscoelastic one-dimensional consolidation of impeded boundaries under cyclic loading by the consolidation formula, achieves the hole pressure change law for any boundary foundation under the loading along with the time changes, so as to provide the direction for the engineering construction in soft clay areas.