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超高三级加筋土挡墙的有限元分析
引用本文:林彤. 超高三级加筋土挡墙的有限元分析[J]. 岩石力学与工程学报, 2002, 21(11): 1651-1654
作者姓名:林彤
作者单位:武汉大学土木建筑工程学院,武汉,430071;中国地质大学工程学院,武汉,430074
摘    要:采用有限元方法,对超高三级加筋土挡墙的最大主应力、最小主应力、剪应力等应力和塑性破坏区及其变形进行了分析计算,得出了有关的结论,并与其离心模型试验和现场调研进行了对比。

关 键 词:加筋土挡墙  有限元  分析
文章编号:1000-6915(2002)11-1651-04
修稿时间:2001-09-06

FINITE ELEMENT ANLYSIS ON SUPER-HIGH REINFORCED EARTH RETAINING WALL OF THREE STEPS
Lin Tong. FINITE ELEMENT ANLYSIS ON SUPER-HIGH REINFORCED EARTH RETAINING WALL OF THREE STEPS[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(11): 1651-1654
Authors:Lin Tong
Affiliation:Lin Tong1,2
Abstract:By using finite element method,the major strain and stress,the minor strain and stress,shear stress,deformation and plastic zone of super height reinforced earth retaining wall of three steps are analyzed,and some valuable conclusions are obtained. The conclusions are also compared with the results obtained from in-site investigation and centrifuge modeling test of the reinforced earth retaining wall.
Keywords:reinforced earth retaining wall  finite element method  analysis
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