装配式H型钢支撑在超深厚软土基坑中的应用
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Application of prefabricated H-beam steel support in extra-deep soft soil foundation pit
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:

    某船闸基坑在开挖过程中发生位移,采用装配式H型钢支撑方案和施工技术加固超深厚软土基坑。为研究装配式H型钢内支撑结合原有双排桩支护形式的安全性,采用理正7.0和GTS-NX软件进行建模分析,对加固方案抗倾覆和整体稳定、支撑轴力进行验算。选取一段闸室基坑作为试验段进行施工,对比开挖建基面的计算结果和监测成果。结果表明,加固方案的整体稳定性、支撑轴力满足相关规范要求;采用H型钢支撑加固后,土体深层水平位移的发展得到控制。

    Abstract:

    Based on the displacement of a ship lock foundation pit in the process of excavation,we apply the scheme and construction technology of prefabricated H-beam steel support in the reinforcement of deep soft soil foundation pit. In order to study the safety of prefabricated H-beam steel support with original double row pile support,we use the software of Lizheng 7.0 and GTS-NX to conduct modeling analysis,check the anti-overturning and overall stability of the reinforcement scheme and the axial force of the support,select a section of lock chamber foundation pit as the test section for construction,and compare the calculation results and monitoring results of excavation foundation surface. The results show that the overall stability of the reinforcement scheme and the axial force of the support satisfy the requirements of relevant specifications,and the development of horizontal displacement of deep soil can be controlled by using H-beam steel support.

    参考文献
    相似文献
    引证文献
引用本文

汪海生,陶言祺.装配式H型钢支撑在超深厚软土基坑中的应用[J].水运工程,2020(11):161-165.

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:
  • 录用日期:
  • 在线发布日期: 2020-11-10
  • 出版日期:
文章二维码