摘要
结合空军118进场道路高填路堤工程实际,采用有限元法对软土地基上填筑路堤沉降变形性状进行数值模拟分析,研究高填方路堤的沉降变形特性,预测和控制高填路堤的沉降变形,满足工程施工需要,为公路工程施工提供有益的借鉴。
Considering the practice of project, This paper adopts FEM to make a simulate numerical value analysis on deformation and sedimentation of the soft clay subgrade. With a study of characteristic of the settlement of high fill embankment, we provide a helpful reference to forecasting and controlling the settlement of high fill embankment.
出处
《土工基础》
2005年第3期56-58,76,共4页
Soil Engineering and Foundation
关键词
软土路基
路堤
沉降
数值分析
the soft clay subgrade, embankment, settlement, numerical analysis, FEM
