论文部分内容阅读
采用3种方法来分析具有相同固结系数但却有不同压缩性和渗透性的双层土体的一维固结。通过对3种方法的对比分析得出,采用基于压缩系数 m_v 和渗透系数 k 来求解的方法比其它方法合理,因为该方法充分考虑了饱和土体的固-液两相性。
Three methods were used to analyze the one-dimensional consolidation of two-layer soils with the same coefficient of consolidation but different compressibility and permeability. Comparing the three methods, it is concluded that the method based on the compressibility m_v and the permeability coefficient k is more reasonable than other methods because the method fully considers the solid-liquid two-phase of saturated soil.