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强夯处理桥台背路基的有限元分析
The finite element analysis of the back subgrade of abutment through strong tamp
【摘要】 针对强夯处理桥台背路基 ,采用了三维有限元分析方法对桥台背路基材料作了多种模拟分析 ,提出了强夯处理中桥台 路基位移与内力的计算方法 .计算结果表明 ,在各种土样下强夯对桥台产生的荷载效应基本上是相近的 ,强夯处理的效果是明显的
【Abstract】 Based on arguing about abutment several simulation analysis of the back subgrade materials with 3D finite element method,the calculating method of displacement and internal force of abutment subgrade through strong tamp are put forward.The calculation result points out that load effect of abutment under strong tamp is suitable for various kinds of soil with obvious solid result.
【关键词】 强夯;
桥台背路基;
有限元分析;
应力应变;
【Key words】 strong tamp; back subgrade of abutment; finite element analysis(FEM); stress strain;
【Key words】 strong tamp; back subgrade of abutment; finite element analysis(FEM); stress strain;
- 【文献出处】 长安大学学报(建筑与环境科学版) ,Journal of Chang’an University(Architecture and Environment Science Edition) , 编辑部邮箱 ,2003年01期
- 【分类号】U445.55
- 【被引频次】3
- 【下载频次】101