后注浆提高钻孔灌注桩单桩承载力分析
DOI:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Summary and analysis of increasing range of bearing capability of single bored pile after grouting
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:

    钻孔灌注桩存在桩端沉渣和桩侧泥皮,使其承载力不能充分发挥。后注浆技术可以消除其固有缺陷,可以提高单桩承载力。后注浆对不同持力层的适应性和单桩承载力提高的幅度是不同的。通过对北京、上海、天津、武汉地区大量已有的后注浆工程实例的承载力提高幅度进行对比分析,考虑安全储备后,提出了承载力提高的大致范围,为钻孔灌注桩后注浆技术设计和施工提供了参考依据。

    Abstract:

    There are bottom sediment and slurry skin at pile side in bored piles, so that the bearing capa- bility of piles can not fully develop. Post-grouting technique can eliminate the above inherent defect and enhance the bearing capability. The adaptability of post一grouting and the increasing range of the bearing capability are different in different bearing strata. The increasing range of the bearing capability is sum- marized according to the numerous examples of construction projects in Beijing, Shanghai, Tianjin and Wuhan. After comparing and analyzing these data and considering the safe reserve, the general increasing range of the bearing capability has been put forward in the above four regions. The advised general increas- ing range can provide reference to design and construct bored pile after grouting.

    参考文献
    相似文献
    引证文献
引用本文

原建博,鹿群,李慧霞.后注浆提高钻孔灌注桩单桩承载力分析[J].河北工程大学自然版,2010,27(4):18-22

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:2010-09-10
  • 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