大直径灌注桩桩身轴力试验研究
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Research on axial force test of large diameter piles
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    结合单桩载荷试验,通过在桩身中分层、均匀埋设钢筋计,将试桩沿深度分成多个截面,推算桩身不同深度的轴力大小,并测量桩在各级荷载作用下的桩顶沉降,详细分析了单桩的Q-S曲线特征、桩身轴力的分布规律等。结果表明,在竖向荷载作用下,桩身轴力沿桩的深度逐渐衰减,随着荷载等级的加大,轴力沿桩身衰减的速率也在加大,且桩的深度越深变化速率也就越大。

    Abstract:

    Based on the test of the single pile load,axial force from different depth can be measured inthe way which dividing the depth of the pile into several sections场stratifying the pile and burying re-inforcement meter into it evenly.Settlement of the top of pile under various levels load is also meas-ured in the same way.Under the vertical load,QS curve characteristics of the single pile as well asdistribution of the axial force are precisely analyzed in this article.Pile axial force along the pile grad-ually decays with the increase of the load level;the rate of the decay is getting bigger at the sametime.It changes severely with the change of the depth of the pile.

    参考文献
    相似文献
    引证文献
引用本文

袁海超,唐立刚,张向辉.大直径灌注桩桩身轴力试验研究[J].河北工程大学自然版,2013,30(2):25-28

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2012-08-13
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2015-01-12
  • 出版日期:
文章二维码