Three dimensional 3-D viscoelastic dynamic analysis of transversely isotropic fluid-saturated poroelastic soil in time domain

ZHU Yan-zhi; LI Dong-xia; FANG Zhi

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Three dimensional 3-D viscoelastic dynamic analysis of transversely isotropic fluid-saturated poroelastic soil in time domain

更新时间：2026-06-25

- Three dimensional 3-D viscoelastic dynamic analysis of transversely isotropic fluid-saturated poroelastic soil in time domain
- Vol. 26, Issue 10, (2005)
- 作者机构：
  
  1. 同济大学地下建筑与工程系,上海,200092
  2. 中原工学院土木建筑系,郑州,450007
- 作者简介：
- 基金信息：
- DOI：
  CLC： TB115
- Online First：30 December 2013，
  
  Published：2005
- 稿件说明：
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ZHU Yan-zhi, LI Dong-xia, FANG Zhi. Three dimensional 3-D viscoelastic dynamic analysis of transversely isotropic fluid-saturated poroelastic soil in time domain[J]. 2005, 26(10).
DOI：

ZHU Yan-zhi, LI Dong-xia, FANG Zhi. Three dimensional 3-D viscoelastic dynamic analysis of transversely isotropic fluid-saturated poroelastic soil in time domain[J]. 2005, 26(10). DOI：

摘要

采用针对横观各向同性饱和土体u-w形式三维粘弹性动力方程，考虑土骨架的粘弹性性质且基于粘弹性理论，通过运用Fourier 展开、Laplace 和Hankel 积分变换方法和引入中间变量，将含有粘弹性参数的六元二阶偏微分运动控制方程组，化为2组各含4个未知变量的常微分方程组，从而给出了柱坐标系下粘弹性横观各向同性饱和土体在非轴对称动力荷载作用下的瞬态反应的土骨架位移分量、孔隙流体相对于土骨架的位移分量瞬态反应一般解。在此基础上，引入初始条件和边界条件，对垂直向和水平向动力荷载作用下半空间边值问题进行了求解。根据动力时域解答的一般解，利用Laplace和Hankel 数值逆变换技术，编制了相应的数值计算程序。并进行了实例验证和弹性、粘弹性解的对比分析。结果表明，在进行横观各向同性饱和土体动力分析时，考虑土骨架的粘弹性是必要的。

Abstract

Based on 3D viscoelastic dynamic equations for transversely isotropic fluid-saturated soil

the Fourier expansion approach and Laplace-Hankel transformation are used to solve the viscoelastic dynamic response of the transversely isotropic fluid-saturated soil. Through strictly theoretical deduction

the closed-form solutions are derived in terms of solid matrix displacements and fluid displacements relative to the soil matrix. According to initial condition and boundary condition

the boundary-value problems of transversely isotropic saturated viscoelastic half-space under the action of vertical and horizontal dynamic loads are solved. The solutions in time domain can be obtained by using Laplace-Hankel inverse transforms. The computer programs are developed for calculating the stress and diaplacement of transversely isotropic fluid-saturated soil. Selected numerical results are presented. The results show that it is necessary to take into account viscoelasticity of saturated soil.

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