黄土高路堤及高路堑的稳定与变形性态分析与研究  

Analysis and Study of Performance and State of Stady and Deformation for loess High Embankment and Cutting

作　　者：杨重存 

机构地区：[1]甘肃省公路局

出　　处：《东北公路》1998年第2期9-13,共5页Northeastern Highway

摘　　要：本文简要介绍了高路堤的离心模拟试验和黄土高边坡稳定性分析方法，总结了高路堤的平面离心模型试验和三维离心模型试验的研究成果，及对高路堤三维非线性有限元分析所取得的结论，提出了反应黄土基本性质的Ｋ－Ｇ模型和改进黄土高路堤设计的若干建议。The paper introduced Centrifugal Simulative test of loess high embarkmen and analysis method of loess slope stabiciation and Sum up studied achievement of Plane Centrifuge modal test and three -dimensional Centrifuge model test,and put forward K-G model to react loess basic character and Some Suggests to improve losess high embankment design for the Sumnaty of high embankment thece dimensional nonlinear finite dlement analysis.

关 键 词：高路堤 高路堑 稳定 变形 分析 

分 类 号：U417[交通运输工程—道路与铁道工程]