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半空间饱和土作用垂直集中荷载时的瞬态解
引用本文:周香莲,王建华,陆建飞.半空间饱和土作用垂直集中荷载时的瞬态解[J].上海交通大学学报,2002,36(3):428-431.
作者姓名:周香莲  王建华  陆建飞
作者单位:上海交通大学,建筑工程与力学学院,上海,200030
摘    要:采用 Biot提出的流固两相介质耦合的波动方程来研究半空间饱和土在垂直集中力作用下的瞬态问题 .利用 Laplace- Hankel积分变换得到变换域内的解析表达式 ,并利用 Laplace- Hankel数值逆变换得到半空间饱和土在时域内的数值解 .退化到线弹性中的解与 Pekeris的闭合解进行比较 ,验证了本文结果的正确性和数值积分的可靠性

关 键 词:瞬态解  Biot固结方程  Laplace-Hankel变换  数值积分
文章编号:1006-2467(2002)03-0428-04
修稿时间:2001年5月15日

Transient Solution of Impulsive Normal Loads in Half Space Saturated Soil
ZHOU Xiang lian,WANG Jian hua,LU Jian fei.Transient Solution of Impulsive Normal Loads in Half Space Saturated Soil[J].Journal of Shanghai Jiaotong University,2002,36(3):428-431.
Authors:ZHOU Xiang lian  WANG Jian hua  LU Jian fei
Abstract:The transient dynamic response of saturated soil under suddenly applied point loading was studied. The behavior of saturated soil was governed by Biot's consolidation theory. The solutions for transform domain were obtained by using Laplace Hankel integral transforms. The solutions for time domain can be evaluated by the numerical inverse Laplace Hankel transforms. The selected numerical solutions of displacements and stresses were presented. Comparisons with the existing closed form solutions for elastic half space were presented to confirm the accuracy of the present solutions.
Keywords:transient solution  Biot consolidation equation  Laplace  Hankel transforms  numerical  integration
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