应用Schiffman位移函数 ,并借助于Hankel变换和Laplace变换 ,建立了单层饱和土的递推矩阵和半空间饱和土的刚度矩阵 利用边界条件 ,用初始函数 -刚度矩阵方法求出了半空间上多层饱和土内部作用集中力时位移、应力和孔压的解答 当多层地基退化为半空间饱和土体时 ,计算结果表明 ,当t→∞时 ,所得结果与Mindlin解吻合 The Schiffman displacement function was used. The recursive matrix of single layer saturated soil and the stiffness matrix of half-saturated soil were established by means of Hankel transform and Laplace transform. By using the boundary conditions, the initial function-stiffness matrix SOLUTIONS OF DISPLACEMENT, STRESS AND PORE PRESSURE IN A CONCENTRATED SOIL When the multi-layered soil is degraded into saturated soil in half-space, the calculated results show that the results agree well with the Mindlin solution when t → ∞