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。
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.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2002年第11期1651-1654,共4页
Chinese Journal of Rock Mechanics and Engineering
关键词
加筋土挡墙
有限元
分析
reinforced earth retaining wall
finite element method
analysis
