首页 | 本学科首页   官方微博 | 高级检索  
     

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:1.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:2004-11-09

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
Affiliation:1.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
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《煤田地质与勘探》浏览原始摘要信息
点击此处可从《煤田地质与勘探》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号