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复合地基承载特性的数值分析研究
引用本文:李小青,薛林华,黄文涛. 复合地基承载特性的数值分析研究[J]. 探矿工程(岩土钻掘工程), 2002, 0(5): 7-9
作者姓名:李小青  薛林华  黄文涛
作者单位:1. 华中科技大学,土木工程与力学学院,湖北,武汉,430074
2. 通宇工程有限责任公司,北京,100081
3. 北京城开集团长安分公司,北京,100101
摘    要:采用三维有限元法进行复合地基承载特性的数值分析研究 ,首先分析一般单桩和复合地基中单桩的荷载传递特性 ,然后研究群桩效应中桩侧摩阻力、桩顶应力及桩身附加应力分布规律与特点 ,为复合地基的定量设计提供理论依据

关 键 词:复合地基  承载特性  数值分析
文章编号:1000-3746(2002)05-0007-03
修稿时间:2002-07-04

Numerical Analysis on the Bearing Performances of the Composite Foundation
LI Xiao qing,XUE Lin hu,HUANG Wen tao. Numerical Analysis on the Bearing Performances of the Composite Foundation[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2002, 0(5): 7-9
Authors:LI Xiao qing  XUE Lin hu  HUANG Wen tao
Abstract:This paper made a thorough study on the bearing performances of the composite foundation by means of the finite element method (FEM). First it analyzed the loading transfer of the general single pile and the single pile of the composite foundation. Then the distribution laws and characteristics of the lateral friction force in the group pile effect and the top pre stresses and the additional stresses of pile are studied. The results of this research would provide a theoretical basis for rational design in the composite foundation.
Keywords:the composite foundation  the bearing performance  numerical analysis
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