摘要
本文通过研究biot固结理论,探讨了曼德尔效应产生的原因,并利用大型非线性有限元软件adina进行数值分析,得出条形荷载下饱和均质地基固结的数值解。并通过计算分析,得出了影响曼德尔效应的因素。
This paper discusses the reason of Mandar effect brought through the research for the blot concretion theory, and the numerical value is analysesed by using a mass of nonlinear finite element software ＂ adina＂, and the numerical value of homogeneous saturaton foundation is educed under strip load; the factors infencing the Mandar effect are given through calculation analysis.
出处
《吉林水利》
2006年第12期40-41,50,共3页
Jilin Water Resources
