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缺陷桩荷载沉降性状的非线性有限元分析
引用本文:许少军,王成华.缺陷桩荷载沉降性状的非线性有限元分析[J].岩土力学,1999,20(3):72-77.
作者姓名:许少军  王成华
作者单位:1. 天津市建筑设计院基础公司,300191
2. 天津大学士木系,300072
摘    要:采用有限元法对断桩,扩径,缩径等缺陷桩进行分析,得出这类桩荷载沉降性状及其摩阻力与端阻力发挥特性等方面的一般性规律,对桩的设计与施工均有一定的指导意义

关 键 词:有限元分析  断桩  扩径桩  缩径桩

Nonlinear FEM Analysis of the Load Transfer Character of the Piles with Various Defectiveness
Xu Shaojun,Wang Chenghua.Nonlinear FEM Analysis of the Load Transfer Character of the Piles with Various Defectiveness[J].Rock and Soil Mechanics,1999,20(3):72-77.
Authors:Xu Shaojun  Wang Chenghua
Abstract:The defects of piles,including breaks or gaps in the pile stem, increase or decrease in pile diameter, are caused in the construction. In this paper,the piles with defects are studied with the technique of finite element analysis,the knowledge acquired concerning load settlement behaviour of this kind of piles,skin friction and toe resistance transfer mechanism can be used to guide the design and construction of piles.
Keywords:FEM analysis  broken pile  pile with a increase in diameter  pile with a decrease in diameter
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