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对于粘弹性饱和地基和上部结构与基础的共同作用问题，根据文献[１］提出的能同时考虑瞬时变形、固结变形和流 变的共同作用的计算方法，利用计算机程序建立计算模型，进行参数分析。将结果与实验实测资料比较米检验所采用的粘 弹性地基模型。根据模型中四个参数对地基变形中的固结和流变的影响规律。得出了各项参数的合理取值范围，以期定量 地建立一个比较符合实际的地基模型。对地基固结流变过程中的上部结构和筏板的内力进行分析，得出固结、流变引起的 结构内力变化规律。
For the joint action of viscoelastic saturated foundations and superstructures and foundations, according to the method proposed in [1], which can simultaneously consider the simultaneous action of instantaneous deformation, consolidation deformation and rheology, a computer program is used to establish the calculation model and parameters analysis. The results were compared with the experimentally measured data and the viscoelastic foundation model used for the Mi test was compared. According to the four parameters in the model, the effect of consolidation and rheology in the deformation of the foundation is studied. The range of reasonable values for each parameter was obtained to quantitatively establish a more realistic ground model. The analysis of the internal forces of the superstructure and the raft in the course of consolidation rheology of the ground results in the change of internal forces caused by consolidation and rheology.