横观各向同性饱和地基 transversely isotropic saturated soil
然后，利用矩阵递推方法，求出多层横观各向同性地基在表面荷载作用下位移和应力的一般表达式。
With the matrices recurrence method the analytical formulas to study the displacement and stresses of transversely isotropic layers, subjected to surface loading are derived.
然后再利用传递矩阵技术，给出了任意荷载作用下的层状横观各向同性弹性地基的解析解。
Then the analytical solution is obtained for transversely isotropic multi-layered elastic subgrade under arbitrary loadings by means of transferring matrix method.
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