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单桩抗拔试验及成果分析
引用本文:张进林,沈军辉,裴向军.单桩抗拔试验及成果分析[J].煤田地质与勘探,2005,33(3):58-60.
作者姓名:张进林  沈军辉  裴向军
作者单位:成都理工大学环境与土木工程学院,四川,成都,610059;成都理工大学环境与土木工程学院,四川,成都,610059;成都理工大学环境与土木工程学院,四川,成都,610059
摘    要:鉴于抗拔力系数λi经验取值跨度大,基于λi计算的抗拔力具有很强的经验性,通过与抗拔试验结果的对比,说明了单桩抗拔试验是确定单桩极限抗拔力最直观、最准确的方法。试验结果分析表明,抗拔力的影响因素不仅仅是桩侧摩阻力,还受桩身材料性质控制。 

关 键 词:抗拔力  抗拔系数  分析
文章编号:1001-1986(2005)03-0058-03
收稿时间:2004-11-09
修稿时间:2004年11月9日

Experiments of single-pile vertical pull-out and the analysis of results
ZHANG Jin-lin,SHEN Jun-hui,PEI Xiang-jun.Experiments of single-pile vertical pull-out and the analysis of results[J].Coal Geology & Exploration,2005,33(3):58-60.
Authors:ZHANG Jin-lin  SHEN Jun-hui  PEI Xiang-jun
Institution:College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China
Abstract:Owing to the consult value of anti-pulls out coefficient λi can be set in a large variety, and calculating of the pulling capacity according to the λi has the very strong experience. Comparisons of the result of experiments for vertical pull-out show that pile pulling test is the most direct and the most accurate method. Experiment results indicate, the influence factor of the pulling capacity is not only a side bearing capacity, but also can be controlled by properties of pile's material. 
Keywords:pulling capacity  anti-pulls coefficient  analysis
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