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锚定板挡墙的有限元分析
引用本文:朱彦鹏,王光彬,董建华.锚定板挡墙的有限元分析[J].兰州理工大学学报,2007,33(3):116-119.
作者姓名:朱彦鹏  王光彬  董建华
作者单位:兰州理工大学,土木工程学院,甘肃,兰州,730050
基金项目:国家西部交通建设科研项目(2002-318-000-38)
摘    要:应用ADINA非线性有限元软件分析各种材料参数下,两层锚定板挡墙在重力荷载作用下的墙背土压力的分布规律及大小,探讨了影响土压力的因素.结果表明,此类挡墙墙背土压力的分布与填料及地基材料参数有关,一般呈抛物线形分布;土压力的大小远大于主动土压力.

关 键 词:锚定板挡墙  土压力  有限元  ADINA  
文章编号:1673-5196(2007)03-0116-04
修稿时间:2006-05-29

Finite element analysis of anchor slab retaining wall
ZHU Yan-peng,WANG Guang-bin,DONG Jian-hua.Finite element analysis of anchor slab retaining wall[J].Journal of Lanzhou University of Technology,2007,33(3):116-119.
Authors:ZHU Yan-peng  WANG Guang-bin  DONG Jian-hua
Institution:College of Civil Engineering;Lanzhou Univ.of Tech.;Lanzhou 730050;China
Abstract:With the help of nonlinear finite element software ADINA,the distribution pattern and magnitude of back earth pressure of the anchor slab retaining wall with double layered anchor plate with various material parameters were analyzed,and the factors influencing the earth pressure ware discussed,also.The analysis results indicated that the earth pressure was related to the material in properties pattern,distributed in parabolic pattern,and its value was greater than the active earth pressure.
Keywords:anchor slab retaining wall  earth pressure  finite element  ADINA  
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