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FLAC3D在超长桩群桩效应分析中的应用
引用本文:张慧昕,陈晓桥,王艳芬. FLAC3D在超长桩群桩效应分析中的应用[J]. 世界桥梁, 2009, 0(3)
作者姓名:张慧昕  陈晓桥  王艳芬
作者单位:浙江省交通厅工程质量监督局,浙江,杭州310009;武汉市公路管理处,湖北,武汉,430015;中铁大桥局集团桥科院有限公司,湖北,武汉,430034
摘    要:以某超长群桩基础为算例,运用有限差分软件FLAC3D进行超长群桩效应的数值计算,分别得出低承台超长群桩桩身轴力、桩侧摩阻力及桩身沉降的特性,并将其与超长单桩的计算结果进行对比,初步探讨超长群桩的群桩效应.

关 键 词:超长群桩基础  群桩效应  超长单桩  有限差分法

Application of FLAC~(3D) to Analysis of Effect of Very Long Group Piles
ZHANG Hui-xin,CHEN Xiao-qiao,WANG Yan-fen. Application of FLAC~(3D) to Analysis of Effect of Very Long Group Piles[J]. World Bridges, 2009, 0(3)
Authors:ZHANG Hui-xin  CHEN Xiao-qiao  WANG Yan-fen
Affiliation:ZHANG Hui-xin1,CHEN Xiao-qiao2,WANG Yan-fen3(1.Administration of Engineering Quality Supervision,Department of Communications,Zhejiang Province,Hangzhou 310009,China,2.Department of Highway Management,Wuhan City,Wuhan 430015,3.Bridge Science Research Institute Ltd.,China Zhongtie Major Bridge Engineering Group,Wuhan 430034,China)
Abstract:Taking a very long group pile foundation as an example,the authors in this paper make the numerical calculation of the effect of very long group piles,using the finite difference software FLAC3D and respectively obtain the characteristics of the shaft axial force,side frictional resistance and settlement of the piles used for low-lying pile cap.Meanwhile,the authors also compare the characteristics with the calculation results of a single very long pile and preliminarily study the effect of the group piles.
Keywords:very long group pile foundation  group pile effect  very long single pile  finite difference method  
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