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拱形单元组合抗滑桩体型研究
引用本文:邱红胜,余艳霞,徐丽惠,杨静,付方敏.拱形单元组合抗滑桩体型研究[J].交通科技,2006(6):31-33.
作者姓名:邱红胜  余艳霞  徐丽惠  杨静  付方敏
作者单位:1. 武汉理工大学交通学院,武汉,430063
2. 宁波巨化化工科技有限公司,宁波,315204
3. 湖北省武麻高速公路管理部,武汉,432200
摘    要:提出一种新型的抗滑结构体系,即拱形单元组合抗滑桩,并总结了几种结构组合形式;以工程实际为背景,在假定抗滑桩为刚性嵌固的前提下应用有限元分析软件ANSYS对其上部结构进行建模分析,结果表明该新型抗滑桩具有良好的空间受力性能和整体刚度,顶端位移较常规抗滑桩有大幅度减少。

关 键 词:拱形单元  组合抗滑桩  体型研究
收稿时间:2006-08-01
修稿时间:2006年8月1日

Research About the Structure of Arc-shaped Element Combination of Anti-slid Pile
Qiu Hongsheng,Yu Yanxia,Xu Lihui,Yang Jing,Fu Fangmin.Research About the Structure of Arc-shaped Element Combination of Anti-slid Pile[J].Transportation Science & Technology,2006(6):31-33.
Authors:Qiu Hongsheng  Yu Yanxia  Xu Lihui  Yang Jing  Fu Fangmin
Affiliation:1. Transportation school. Wuhan University of Technology, Wuhan 430063,China; 2. Ningbo Juhua chemical science and technology limited company, Ningbo 315204, China; 3. Hubei Wuma Expressway project headquarter , Wuhan 432200,China
Abstract:A new anti-slide pile called arc-shaped element combination anti-slide pile is put forward and the paper sums up many combination formats of the structure of the arc-shaped element combination anti-slide pile.The research has been applied to real project.Based on the assumption that the restriction of the pile is rigid,the paper analyzed the top structure of the arc-shaped element combination anti-slide pile by ANSYS.It indicates that the arc-shaped element combination anti-slide pile has good space capability and whole rigidity and the displacement on the top of the pile is decreased much.
Keywords:arc-shaped element  combination anti-slid pile  research of structure  
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