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桩侧摩阻力随位移发挥的实测分析
引用本文:周钧,王浩,鲁俊平.桩侧摩阻力随位移发挥的实测分析[J].城市道桥与防洪,2007(8):150-152.
作者姓名:周钧  王浩  鲁俊平
作者单位:1. 中国建筑西南勘察设计研究院,上海市,201206
2. 上海市政工程设计研究总院,上海市,200092
摘    要:该文主要讨论侧摩阻力随位移的发挥性状。在对双曲线模型进行分析的基础上,采用这一模型,对上海地区某预制桩的侧摩阻力实测资料进行了分析。分析结果表明,采用双曲线函数模拟桩侧摩阻力随相对位移的发展变化是合适的。依据实测资料,给出了上海土层侧摩阻力随位移发挥的双曲线模型参数。

关 键 词:桩侧摩阻力  双曲线模型  参数拟合
文章编号:1009-7716(2007)08-0150-03
收稿时间:2007-05-31

Measured Analysis for Mobilization of Pile Shaft Resistance with Local Displacement
Zhou Jun,Wang Hao,Lu Junping.Measured Analysis for Mobilization of Pile Shaft Resistance with Local Displacement[J].Urban Roads Bridges & Flood Control,2007(8):150-152.
Authors:Zhou Jun  Wang Hao  Lu Junping
Abstract:The article mainly discusses the mobilization of pile shaft resistance with local displacement. On the basis of analyzing the hyperbolic model, this model is used to analyze the measured shaft resistance data of a prefabricated pile in Shanghai. The analysis result makes clearly that it is suitable to use the hyperbolic function model to simulate the development and variety of pile shaft resistance with local displacement. The hyperbolic model parameters of shaft resistance with local displacement mobilization of soil course in Shanghai are given on the filed measured data.
Keywords:pile shaft resistance  hyperbolic model  parameter fitting
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