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CFG桩复合地基承载力工程应用分析
引用本文:高均昭,宋扬,袁凌云.CFG桩复合地基承载力工程应用分析[J].水文地质工程地质,2007,34(4):31-35.
作者姓名:高均昭  宋扬  袁凌云
作者单位:1. 许昌学院城市与环境学院,许昌,461000
2. 安阳工学院建筑工程系,安阳,455000
3. 贵州省建筑工程勘察院,贵阳,550003
基金项目:河南省教育厅基础与前沿技术研究项目
摘    要:CFG桩复合地基作为一种新型的软弱地基处理技术,能够较好地发挥桩土共同作用,目前已被广泛应用于地基处理工程中。本文结合贵州省首例CFG桩复合地基工程,采用ANSYS软件建立复合地基模型,并考虑褥垫层影响,把计算结果与荷载试验结果进行了对比分析,得出CFG桩复合地基桩土共同作用效果明显,但目前设计桩承担荷载的比例过高的结论。据此对CFG桩复合地基的改进方向提出了建议。

关 键 词:CFG桩  复合地基  有限元  承载力  静载试验  刚性桩
文章编号:1000-3665(2007)04-0031-05
修稿时间:2006-09-182006-12-01

Analysis of bearing capacity of the composite foundation of CFG
GAO Jun-zhao,SONG Yang,YUAN Ling-yun.Analysis of bearing capacity of the composite foundation of CFG[J].Hydrogeology and Engineering Geology,2007,34(4):31-35.
Authors:GAO Jun-zhao  SONG Yang  YUAN Ling-yun
Abstract:Composite foundation of CFG is a kind of rigid pile.As a new type of technique for improving the soft foundation,it has already been applied in foundation treatment engineering.In this paper,taking the first engineering of CFG pile composite foundation in Guizhou Province as an example and using FEM analysis program(ANSYS) while considering the effect of bed course.The CFG pile composite foundation is simulated.According to the comparison between the theoretical results and the measured ones,some engineering characters and new approaches to the CFG pile composite foundation are proposed. The results of the study provide references to the wide use for composite foundation of CFG in Guizhou province.
Keywords:CFG pile  composite foundation  FEM  beating capacity  static loading test  rigid pile
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