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桩尖附近应力场研究
引用本文:叶元芬,王 成. 桩尖附近应力场研究[J]. 岩土力学, 2006, 27(Z2): 925-928
作者姓名:叶元芬  王 成
作者单位:重庆交通大学 土木建筑学院, 重庆 400074
摘    要:在分析桩侧极限摩阻力与桩长规律的基础上,通过桩侧摩阻力在桩尖平面应力分布的合理假设,推导了桩尖附近应力场公式,得出了桩尖附近最大地基应力与桩长、桩径、桩周土内摩擦角和桩顶荷载的规律以及影响桩尖应力的敏感因素,为桩尖附近其他地下结构的验算提供依据。

关 键 词:桩尖附近  侧阻力分布  最大桩尖应力  
收稿时间:2006-07-15

Study on stress fields near pile tip
YE Yuan-fen,WANG Cheng. Study on stress fields near pile tip[J]. Rock and Soil Mechanics, 2006, 27(Z2): 925-928
Authors:YE Yuan-fen  WANG Cheng
Affiliation:School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, China
Abstract:Based on analyzing the regularity of relation between side ultimate friction resistance and pile length, under reasonable assumptions of stress fields near pile tip caused by side friction resistance, formulae for foundation stress fields near pile tip have been derived. The relations between the maximum stress and some sensitive factors such as pile length, pile diameter, internal friction angle of soil and load of pile top are deduced. The study provides useful references to the analysis of other underground structures near pile tip.
Keywords:vicinity pile tip  side friction resistance distribution  maximum stress near pile tip  
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