单桩分析的非线性方法(英文)  

Non-linear Analysis of a Single Pile Behaviour

作　　者：肖昭然[1] 安慧宁[2] 李建文[3] 

机构地区：[1]烟台大学土木工程系 [2]烟台大学建筑系 [3]香港科技大学土木工程系

出　　处：《烟台大学学报（自然科学与工程版）》2002年第3期201-206,共6页Journal of Yantai University(Natural Science and Engineering Edition)

基　　金：香港研究资助局RGC项目~~

摘　　要：桩的荷载沉降特性的研究已受到工程界的普遍重视 ,研究认为桩土接触面处的非线性位移特性在荷载传递机理方面起着非常重要的作用 ,桩土接触面处的非线性位移特性可由沿桩身的摩阻力的发挥程度来反映 ,然而目前单桩的研究工作大部分是有关单桩的线弹性特性 ,进而得到单桩的荷载位移之间关系的数值解及计算表格 .本文提出一个分析桩基沉降的计算模型 ,在该计算模型中 ,用荷载位移传递函数来描述桩身摩阻力和桩身位移的非线性关系 ,并用桩端位移法计算桩的荷载沉降 .基于本文所提出的荷载位移传递函数 。The behaviour of load-transfer for a single pile has been paid attention.It is well recognized that the non-linear behaviour of pile-soil interface play an important role in analyzing the behaviour of load-transfer mechanism for a single pile,which can be reflected by the mobilization of shear stress develped along the pile shaft,most works are focused on the linearelastic response of a single pile.In this paper,a transfer function,which can describe the nonlinear relationship between the shaft shear stress and pile shaft displacement,is introduced,and based on the proposed transfer function,a intensive research has been carried out to study the behaviour of load-transfer for a single pile in different multi-layered soil profiles.

关 键 词：单桩分析 剪切应力 剪切位移 荷载位移传递函数 非线性分析 荷载传递机理 荷载沉降 

分 类 号：TU473.1[建筑科学—结构工程]