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土工格栅加筋挡墙的数值模拟与分析
引用本文:刘军,束一鸣,赵浩.土工格栅加筋挡墙的数值模拟与分析[J].江西水利科技,2006,32(1):28-31.
作者姓名:刘军  束一鸣  赵浩
作者单位:1. 河海大学水利水电工程学院,江苏,南京,210098
2. 江西省南昌市第五建筑安装工程公司,江西,南昌,330003
摘    要:通过将加筋挡墙结构离散成土体单元、格栅单元和接触单元,采用三维快速拉格朗日分析(FLAC3D)有限差分程序对土工格栅加筋挡墙进行了数值计算,得出了挡墙变形分布规律和筋材的受力性状.结果表明此方法合理,具有一定的实用性.

关 键 词:土工格栅  加筋  挡墙  FLAC3D程序
文章编号:1004-4701(2006)01-0028-04
收稿时间:2005-10-14
修稿时间:2005-10-14

THE NUMERICAL SIMULATION AND ANALYSIS OF GEOGRID REINFORCED SOIL RETAINING WALL
LIU Jun,SHU Yi-ming,ZHAO Hao.THE NUMERICAL SIMULATION AND ANALYSIS OF GEOGRID REINFORCED SOIL RETAINING WALL[J].Jiangxi Hydraulic Science & Technology,2006,32(1):28-31.
Authors:LIU Jun  SHU Yi-ming  ZHAO Hao
Affiliation:1.College of Water Conservancy and Hydropower Engineering of Hohai University, Jiangsu Nanjing 210098, China; 2.Nanchang City Fifth Construction Company of Jiangxi Province, Nanchang 330003, China
Abstract:In this paper, the structure model of the geogrid reinforced soil retaining wall is made of soil element, geogrid element and contact element. The geogrid reinforced soil retaining wall is calculated by the FLAC3D, a program of three dimensional finite difference analysis. At the same time,the law of the deformation distribution of the retaining wall and the stress state of reinforcements are obtained. The results show that the analytical method is reasonable for the reinforced soil retaining wall and is valuable in application.
Keywords:Geogrid  Reinforced  Retaining wall  FLAC3D program  
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