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均质弹性地基中单桩的扭转振动特性研究
引用本文:王国才,王哲,陈龙珠,黄晋.均质弹性地基中单桩的扭转振动特性研究[J].岩土力学,2008,29(11):3027-3031.
作者姓名:王国才  王哲  陈龙珠  黄晋
作者单位:1. 浙江工业大学,建筑工程学院,杭州,310014
2. 上海交通大学,船舶海洋与建筑工程学院,上海,200240
基金项目:浙江省自然科学基金 , 浙江省教育厅资助项目  
摘    要:利用积分方程的方法研究了均质弹性地基中单桩的扭转振动问题.在分析过程中,首先利用积分变换的方法得出均质弹性地基内作用一埋置扭矩时的基本解.基于基本解,根据变形协调条件建立了控制单桩扭转振动特性的第2类Fredholm积分方程.对所得积分方程进行数值求解得到单桩扭转振动时的扭矩和扭转角及动力柔度系数,并对其进行了参数分析.所得结论对桩基础设计与计算以及桩基低应变扭转波动测技术有一定的指导意义.

关 键 词:均质地基  单桩  积分方程  扭转振动
收稿时间:2006-11-02

Research on torsional oscillation characteristics of single pile embedded in isotropic elastic foundation
WANG Guo-cai,WANG Zhe,CHEN Long-zhu,HUANG Jin.Research on torsional oscillation characteristics of single pile embedded in isotropic elastic foundation[J].Rock and Soil Mechanics,2008,29(11):3027-3031.
Authors:WANG Guo-cai  WANG Zhe  CHEN Long-zhu  HUANG Jin
Institution:1. School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China; 2. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China
Abstract:Torsional oscillations of a single pile embedded in isotropic elastic foundation are investigated by means of integral equation methods. Firstly, the fundamental solutions of the isotropic elastic foundation subjected to an embedded harmonic torque are obtained using integral transform methods. Then, based on the fundamental solutions and compatibility conditions, the Fredholm integral equation of the second kind is established. After the numerical solution of the integral equation, the torque, torsional an...
Keywords:isotropic foundation  single pile  integral equation  torsional oscillation  
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