1, Carter J P ．Booker J R and Wroth C P．A critical state soil model for cyclic loading[A]．Soil mechanics-transient and cylic loading. Chichester:John Wiley&Sons,1982:219-252.
2, Mroz Z．．Norris V．A．and Zienkiewicz O．C．．Application of anisotropic hardening model in the analysis of elato—plastic deformation of soils[J]．Geotechnique，1979，29(1)：1-34．
3,Lee K．L．and Focht J．A．．Strength of clay subjected to cyclic loading[J]．Marine Geotechnology，New York，1975．
4, P.W.Rowe,The stress-dilatancy relation for static equilibrium of an aeesmbly particles in contact,Proc.Roy.Soc,267,500-527(1962).
5, P.W.Rowe, Theoretical meaning and observed values of deformation parameters for soil,in:stress-strain behavior of soils,Rosoce Memorial Symp.Foulis,143-194.1972.
大虾们给帮帮忙啊，现在做论文要用，一直找不到，小弟在这先行xie过了!!!!
