3D FEM ANALYSIS OF BRIDGE APPROACH SETTLEMENT

被引：0

作者：

Liu Guiyu

机构：

来源：

岩石力学与工程学报 | 2004年 / 01期

关键词：

elasto-visco-plasticity; bridge approach settlement; 3D FEM;

D O I：

暂无

中图分类号：

U445 [桥梁施工];

学科分类号：

0814 ; 081406 ;

摘要：

FEM simulation is conducted for the foundation settlement of backfill slope of high bridge approach. On the basis of all kinds of stress contour sketches and data obtained from the site,a simple mechanical model is put forward to explain the reason of the settlement occurring after construction of bridge approach backfill slope.

引用

页码：144 / 148

页数：5