变荷载下半透水边界成层地基的一维固结

在Terzaghi一维固结理论假设基础上，研究分析了半透水边界的层状饱和土在变荷载作用下有效应力比的变化规律．利用Laplace变换，得到了随时间任意变化荷载作用下的解答，并结合Laplace逆变换方法，对几种常见变荷载作用下的情况进行了讨论，得到了一些有益的结论．通常所研究的透水或不透水边界条件只是该文的特例．和平均指标法相比，该文所给方法计算的土体有效应力变化规律更精确．

One-Dimensional Consolidation of Layered Soils With Impeded Boundaries Under Time-Dependent Loadings

On the basis of Terzaghi's one-dimensional consolidation theory, the variation of effective stress ratio in layered saturated soils with impeded boundaries under time-dependent loading was studied. By the method of Laplace transform, the solution was presented. Influences of different kinds of cyclic loadings and impeded boundaries conditions were discussed. Through numerical inversion of Laplace transform, useful illustrations were given considering several common time-dependent loadings. Pervious or impervious boundary condition is just the special case of the problem considered here. Compared with average index method,the results from the method illustrated are more accurate.