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CFG桩复合地基应力比数值分析
引用本文:皮菊华.CFG桩复合地基应力比数值分析[J].北华航天工业学院学报,2007,17(3):25-27.
作者姓名:皮菊华
作者单位:湖北省鄂州大学建筑工程学院,湖北,鄂州,436000
摘    要:本文采用有限元ANSYS程序对CFG桩复合地基的单桩桩体荷载传递规律、应力比及影响因素进行了分析,得出了减小应力比的方法和措施,对工程可起借鉴的作用.

关 键 词:有限元分析  ANSYS程序  CFG桩  复合地基  桩土应力比
文章编号:1673-7938(2007)03-0025-03
修稿时间:2007-04-13

Numerical Analysis of Stress Ratio of CFG Pile Composite Foundation
PI Ju-hua.Numerical Analysis of Stress Ratio of CFG Pile Composite Foundation[J].Journal of North China Institute of Aerospace Engineering,2007,17(3):25-27.
Authors:PI Ju-hua
Institution:Department of Civil Engineering, Ezhou University of Hubei, Ezhou430060, China
Abstract:ANSYS program on FEM is used to analyse the transmission pattern of load and the characteristics of of CFG Pile composite foundation in this paper. The methods and measures of readucing the stress ratio of the composite foundation are obtained to give certain help for engineering.
Keywords:finite element analysis  ANSYS programe  CFG Pile  composite foundation  pile-soil stress ratio
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