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考虑位移的土压力模型在横向承载桩分析中的应用
引用本文:宋林辉,梅国雄,宰金珉.考虑位移的土压力模型在横向承载桩分析中的应用[J].岩土力学,2007,28(5):1035-1039.
作者姓名:宋林辉  梅国雄  宰金珉
作者单位:南京工业大学 土木工程学院,南京 210009
基金项目:国家自然科学基金;霍英东教育基金;江苏省六大人才高峰基金
摘    要:桩与地基土之间的相互作用是横向承载桩研究的重要组成部分,相互作用的土反力是挠度和深度的非线性函数,即桩的变形和受力之间呈非线性变化,这种非线性导致了横向承载桩的分析计算十分繁杂。针对问题研究的复杂性,从考虑位移的朗肯土压力理论入手,根据桩出现挠度后引起周边土体的位移量,推导出桩周土反力表达式,在不引入任何地基模型的条件下计算桩身任意深度处基于桩体位移的土反力,简化了问题的分析过程。通过设定算例进行分析,所得出的结果与p-y曲线结果以及实际情况一致,证明了该计算方法的合理性。

关 键 词:横向承载桩  土压力模型  土应力  位移  
文章编号:1000-7598-(2007)05-1035-05
收稿时间:2005-06-27
修稿时间:2005-06-27

Application of soil pressure model considering displacements to lateral loaded piles
SONG Lin-hui,MEI Guo-xiong,ZAI Jin-min.Application of soil pressure model considering displacements to lateral loaded piles[J].Rock and Soil Mechanics,2007,28(5):1035-1039.
Authors:SONG Lin-hui  MEI Guo-xiong  ZAI Jin-min
Institution:College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China
Abstract:Pile-soil interaction plays important role in lateral loaded pile research. Soil pressure caused by interaction is the nonlinear function of displacement and depth. That is the displacement and stress of pile behaves nonlinear relationship, which results in complexity of analysis and calculation. In allusion to the complexity of the lateral loaded pile, it begins with Rankine’s earth pressure theory considering displacement. This paper deduces the calculation formula of soil pressure around the pile according to the displacement caused by deflection of pile. The formula can be used to calculate soil pressure based on displacement at any point without regard to foundation model. Compared to other analysis theory, this approach is simpler. In order to verify the rationality of the formula, authors take an example to set forth the process of analysis and calculation. The results are in accordance with the results of that p-y curve theory and practice.
Keywords:lateral loaded pile  earth pressure model  soil pressure  displacement
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