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CFG桩复合地基边桩效应分析
引用本文:赵松涛,王凤池,杨建华.CFG桩复合地基边桩效应分析[J].岩土工程技术,2008,22(2):97-100.
作者姓名:赵松涛  王凤池  杨建华
作者单位:沈阳建筑大学土木工程学院,辽宁沈阳,110168
基金项目:辽宁省自然科学(博士启动)基金 , 建设部科技计划
摘    要:CFG桩复合地基是软土地基处理中的一种较为有效的方法,近年来得到广泛的应用。通过有限元分析程序对CFG桩复合地基边桩效应进行分析,讨论边桩对CFG桩复合地基沉降、土体应力和承载力的影响。分析表明由于边桩的存在,限制了桩间土体的侧向挤出,减小了土体的竖向位移。同时,边桩增大了附加应力影响范围,能够在一定程度上提高复合地基的承载力,并促进了桩间土承载潜力的发挥。

关 键 词:CFG桩复合地基  边桩  有限元
文章编号:1007-2993(2008)02-0097-04
修稿时间:2008年1月11日

Analysis of Side-pile Effects of CFG Composite Foundation
Zhao Songtao,Wang Fengchi,Yang Jianhua.Analysis of Side-pile Effects of CFG Composite Foundation[J].Geotechnical Engineering Technique,2008,22(2):97-100.
Authors:Zhao Songtao  Wang Fengchi  Yang Jianhua
Institution:Zhao Songtao, Wang Fengchi ,Yang Jianhua (School of Civil Engineering,Shenyang Architechural University,Shenyang Liaoning 110168 China)
Abstract:GFG composite foundation is an effective method of handling soft ground and is widely applied. Analyzing the side-pile effect of CFG composite foundation by finite element analysis program and discussing the effect of subsidence , stress in soil mass and bearing capacity of the side-pile to CFG composite foundation. The analysis indicates that the side-pile confine the extrusion of soil and diminish vertical displacement. Meanwhile, side-pile augment the effective extension of additional stress, could enhance bearing capacity and promote exertion of the bearing potential of the soil among the piles.
Keywords:CFG composite foundation  side-pile  Finite Element
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