Applied Mathematics and Mechanics (English Edition) ›› 2008, Vol. 29 ›› Issue (12): 1617-1624 .doi: https://doi.org/10.1007/s10483-008-1209-9

• Articles • 上一篇    下一篇

有限土层轴对称Biot固结的一个新的解析解

艾智勇;王全胜   

  1. 同济大学 地下建筑与工程系;岩土及地下工程教育部重点实验室,上海 200092
  • 收稿日期:2008-06-15 修回日期:2008-10-27 出版日期:2008-12-01 发布日期:2008-12-01
  • 通讯作者: 艾智勇

A new analytical solution to axisymmetric Biot's consolidation of a finite soil layer

AI Zhi-yong; WANG Quan-sheng   

  1. Department of Geotechnical Engineering and Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, P. R. China
  • Received:2008-06-15 Revised:2008-10-27 Online:2008-12-01 Published:2008-12-01
  • Contact: AI Zhi-yong

摘要: 提出一个新的解析方法来研究有限土层的轴对称Biot固结.从轴对称Biot固结的控制方程出发,结合Laplace变换的微分性质,建立了Laplace和Hankel变换域内有限土层地基表面(z=0)和任意深度z处基本变量之间的关系.然后结合有限土层的边界条件,推导出Laplace和Hankel变换域内任意一点的解析解.通过进行Laplace逆变换和Hankel逆变换得到了物理域内的解.编制了计算程序,并对有限土层轴对称固结进行了数值分析.

关键词: 轴对称Biot固结, 有限土层, Laplace变换, Hankel变换

Abstract: A new analytical method is presented to study the axisymmetric Biot's consolidation of a finite soil layer. Starting from the governing equations of axisymmetric Biot's consolidation, and based on the property of Laplace transform, the relation of basic variables for a point of a finite soil layer is established between the ground surface (z= 0) and the depth z in the Laplace and Hankel transform domains. Combined with the boundary conditions of the finite soil layer, the analytical solution of any point in the transform domain can be obtained. The actual solution in the physical domain can be obtained by inverse Laplace and Hankel transforms. A numerical analysis for the axisymmetric consolidation of a finite soil layer is carried out.

Key words: xisymmetric Biot's consolidation, finite soil layer, Laplace transform, Hankel transform

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