淮南六方堤多层冲填土坝体滑动稳定性计算  

Stability calculation of multi layer filling dam of liufang embankment of the Huainan

作　　者：桂和荣[1] 李大云[1] 杨学明[2] 

机构地区：[1]淮南矿业学院 [2]淮南矿务局

出　　处：《水文地质工程地质》1998年第2期14-15,41,共3页Hydrogeology & Engineering Geology

摘　　要：针对淮南六方堤水力冲填土的纵横向分异特点，选择不同的物理力学参数，利用求安全系数等值线法，对台阶状六方堤进行滑动稳定性计算。In this paper, the calculation of sliding stability of the stepped Liufangdi is made according to the features of vertical and horizontal differentiation of the hydraulically infilled soil, the selection of different physical mechanical parameters and the use of the method of safety factor isarithm

关 键 词：堤防 六方堤 多层冲填土 坝体滑动 稳定性 

分 类 号：TV698.232[水利工程—水利水电工程]