%0 Journal Article
%T FORMING AND DEVELOPMENT PROCESS OF SOIL LANDSLIDE DURING RAINFALL<br>降雨条件下土体滑坡的有限元数值分析
%A Zhu Wenbin
%A Liu Baochen
%A <br>朱文彬
%A 刘宝琛
%J 岩石力学与工程学报
%D 2002
%I 
%X Duncan-Chang model is introduced into the constitutive relationship of saturated-unsaturated soils,and the nonlinear elastic model for this kind of soils is established,and is used for the analysis on the landslide during rainfall. Example analysis shows that it is feasible and beneficial to use this model for the analysis of soil landslide during rainfall.
%K saturated-unsaturated soils
%K nonlinear elastic model
%K Duncan-Chang model
%K landslide<br>饱和－非饱和土
%K 非线性弹性模型
%K Duncan－Chang模型
%K 滑坡
%K 降雨
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=907864525D7A95FC&yid=C3ACC247184A22C1&vid=659D3B06EBF534A7&iid=E158A972A605785F&sid=4ECB3941871FD391&eid=D8AE57480552698F&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=37&reference_num=8