Finite element analysis on super-high reinforced earth retaining wall of three steps

被引：0

作者：

Lin, Tong ^{[1
,2
]}

机构：

[1] Faculty of Civil Constr. Eng., Wuhan Univ., Wuhan 430071, China

[2] Faculty of Eng., China Univ. of Geosci., Wuhan 430074, China

来源：

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2002年 / 21卷 / 11期

关键词：

Deformation - Finite element method - Shear stress - Strain - Stresses;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

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.

引用

页码：1651 / 1654

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