地基不均匀沉降的加固处理
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TU472

基金项目:


Reinforcement Treatment on the Uneven Subsidence of Foundation
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:

    地基不均匀沉降是经常遇到的问题,处理的方法也多种多样。就框架结构的地基不均匀沉降进行原因分析,针对场地条件的限制及加固施工处理原则,研究了可行性加固措施,并根据加固技术分析和施工工艺进行对比,选出可用于实际施工的加固方案。结构加固后的沉降观测结果表明该加固方案的加固处理、加固效果良好。

    Abstract:

    There are several methods to cope with the common problem of the uneven subsidence of foundation. The reason for uneven settlement of foundation of the frame structure was analyzed in this paper. Considering the limitation of the construction site and the principle of consolidation, a feasible reinforcement measure was taken. Meanwhile, a practical construction pattern was chosen upon the comparison of the reinforcement technology analysis and the construction method. The observation of the settlement result after consolidation of the structure shows that the result of this reinforcement treatment pattern is effective.

    参考文献
    相似文献
    引证文献
引用本文

张修身 张健.地基不均匀沉降的加固处理[J].土木与环境工程学报(中英文),2007,29(2):141-143. ZHANG Xiu-shen, ZHANG Jian. Reinforcement Treatment on the Uneven Subsidence of Foundation[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2007,29(2):141-143.10.11835/j. issn.1674-4764.2007.02.036

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:
  • 最后修改日期:2006-11-15
  • 录用日期:
  • 在线发布日期:
  • 出版日期:
文章二维码