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软土地基桩侧负摩阻力三维非线性数值分析
引用本文:袁灯平,黄宏伟,马金荣.软土地基桩侧负摩阻力三维非线性数值分析[J].地下空间与工程学报,2004,24(4):456-460.
作者姓名:袁灯平  黄宏伟  马金荣
作者单位:同济大学地下建筑与工程系,上海,200092;中国矿业大学建工学院,徐州,221008
摘    要:考虑软土地基中桩土体接触面效应,建立了桩土体相互作用分析三维非线性有限元模型,并重点模拟分析了某典型软土地区桩土荷载传递性状以及桩体特性、土体特性、桩土接触面参数、土体结构性及堆载等因素对负摩阻力的影响规律。模拟结果可为类似条件下桩基础的设计及施工提供有益的参考。

关 键 词:软土地基  桩土相互作用  负摩阻力  数值模拟
文章编号:1001-831X(2004)04-0456-05
修稿时间:2004年7月12日

Three Dimension Nonlinear Numerical Analysis of Negative Friction of Pile Side in Soft Ground
YUAN Deng-ping et al.Three Dimension Nonlinear Numerical Analysis of Negative Friction of Pile Side in Soft Ground[J].Chinese Journal of Underground Space and Engineering,2004,24(4):456-460.
Authors:YUAN Deng-ping
Affiliation:YUAN Deng-ping et al
Abstract:Taking into account the contact surface effect of pile with the soil in soft ground, a three dimension nonlinear FEA model was established for analyzing the interaction between pile and soil. A simulation was carried out on theperformance of load transition between pile and soil in certain typical soft soil region. Then the law of influence of some factors on the negative friction is analyzed, such as characteristics of pile and soil, parameters of contact surface of between pile and soil, soil structure and piling load. The results can serve as reference to the design and construction of pile under similar conditions.
Keywords:soft soil ground  interaction between pile and soil  negative friction  numerical simulation
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