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基于P-Y曲线的水平承载群桩有限元分析
引用本文:陈菊香,刘克萍,俞亚南,冯世挺.基于P-Y曲线的水平承载群桩有限元分析[J].江南大学学报(自然科学版),2005,4(2):163-167.
作者姓名:陈菊香  刘克萍  俞亚南  冯世挺
作者单位:1. 浙江大学,土木系,浙江,杭州,310027
2. 浙江省能源投资公司,浙江,杭州,310008
摘    要:通过将P-Y曲线与有限元法相结合,探讨了多层地基中水平承栽桩非线性受力特性分析的简捷、精确方法.该方法假定桩间土对桩单元的水平抗力按线性分布,引入线性插值函数模拟单元约束反力,导出了桩一土相互作用的P-Y曲线非线性有限元计算模型,利用直接迭代算法进行编程求解.工程实例分析表明:计算结果与m法相比具有良好的一致性,该方法简便,稳定性好,便于工程设计应用。

关 键 词:P-Y曲线  有限元  横向荷载  群桩效应
文章编号:1671-7147(2005)02-0163-05

The Finite Element Analysis of Pile Groups Subjected to Lateral Loads use of P-Y Curve
CHEN Ju-Xiang,LIU Ke-ping,YU Ya-nan,FENG Shi-ting.The Finite Element Analysis of Pile Groups Subjected to Lateral Loads use of P-Y Curve[J].Journal of Southern Yangtze University:Natural Science Edition,2005,4(2):163-167.
Authors:CHEN Ju-Xiang  LIU Ke-ping  YU Ya-nan  FENG Shi-ting
Institution:CHEN Ju-xiang~
Abstract:By combining P-Y curves with pole system FEM, a method of simulating the pile-soil interaction more accurate and more suitable to multiplayer soil is discussed. Assuming pile element subjected to linear load respectively and using linear interpolation function to approximate the soil's anti force to piles, a new pile-soil interaction element calculated model is designed. Then compiling procedure with direct iterative method. The result of example consist with m method perfectly. This method has proved available for its simpleness and stability in practical project.
Keywords:P-Y curve  finite element method  lateral loads  pile groups effect
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