论文部分内容阅读
通过对半无限弹性体的通解进行Hankel数值逆变换 ,得到两层地基内部受有轴对称荷载下的位移和应力解 ,通过改变参数进行了大量的数值计算 ,表明数值计算结果与文献中的研究结果一致 .上述研究结果可用于设立于层状地基的桩基沉降计算
Through the Hankel numerical inverse transform of the general solution of the semi-infinite elastic body, the displacement and stress solution of the two-layer foundation subjected to axisymmetric loads are obtained. A great number of numerical calculations are carried out by changing the parameters. The numerical results are in good agreement with those in the literature The results are consistent with the above results and can be used to calculate the settlement of pile foundations on layered soil