The method was certified by calculating the impedance functions of single pile in elastichalf-space.
通过计算半无限地基中桩基的阻抗函数验证了方法的正确性。
2
The paper has established a linearly viscoelastic ground model in elastichalf-space, and has derived the formulae of ground flexibility matrix and stiffness matrix.
建立了线性粘弹性半空间地基模型,并给出了地基柔度矩阵和刚度矩阵的计算公式。
3
Based on the numerical solution for the equation of the elastichalf-space problems, the local elastic flattening from the arbitrary force distribution can be evaluated.