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加筋土挡土墙动力特性分析
引用本文:李海深,杨果林,邹银生. 加筋土挡土墙动力特性分析[J]. 中国公路学报, 2004, 17(2): 28-31,49
作者姓名:李海深  杨果林  邹银生
作者单位:1. 湖南大学,土木工程学院,湖南,长沙,410082
2. 湖南大学,土木工程学院,湖南,长沙,410082;中南大学,土木建筑学院,湖南,长沙,410075
摘    要:通过对常用数值计算方法的分析、对比及评价,运用有限元计算方法,建立了加筋土弹塑性本构模型,编制了加筋土挡土墙在动荷载作用下的通用数值计算程序。筋材与其上下表层一定厚度的填土层共同工作,视为筋—土单元,成功地解决了筋材与土介质的接触问题,较好地解决了墙面板与筋材连接处两个接触面单元的特殊问题,不仅使计算方便,而且也符合实际情况。

关 键 词:道路工程  加筋土挡土墙  有限元分析  动力特性  弹塑性本构模型
文章编号:1001-7372(2004)02-0028-04

Analysis of dynamic character of reinforced earth retaining wall
LI Hai-shen,YANG Guo-lin. Analysis of dynamic character of reinforced earth retaining wall[J]. China Journal of Highway and Transport, 2004, 17(2): 28-31,49
Authors:LI Hai-shen  YANG Guo-lin
Affiliation:LI Hai-shen~1,YANG Guo-lin~
Abstract:By analyzing, comparing and appraising numerical analysis methods in common used,a common analytical programme has been worked out with elastic-plastic stress-strain relationship and finite element method is used to analyze reinforced earth retaining wall under dynamic load. A satisfying solution has been put forward to the contact boundary,which element of reinforcement-soil will be seen a total. The especial problem of the joints of contact face element between plate and reinforcement is solved. It not only calculates convenient but also tallies with the fact.
Keywords:road engineering  reinforced earth retaining wall  finite element analysis  dynamic character  elastic-plastic stress-strain relationship
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