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。

• This paper discusses the reason of Mandar effect brought through the research for the biot 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;