+高级检索 English
大跨度土质洞库复合土钉支护研究与应用
作者:
作者单位:

(总参工程兵科研三所)

作者简介:

曾宪明

通讯作者:

中图分类号:

TU473.2

基金项目:


Research and application of composite soil nail support for large-span soil caverns
Author:
Affiliation:

(Third Research Institute of General Staff Engineering Corps)

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:

    在试验研究和数值分析基础上,采用新型复合土钉支护技术对毛跨为10.5m,毛高为7.07m的土质洞库进行了成功设计与建造,提出了监测结果和结论。其新颖性在于,采用复合土钉支护大跨度土质洞库,去掉了二次永久衬砌,突破了传统洞库的建造方法,节省了笨重的机械设备和造价昂贵的多部台车,使施工便捷可行,为大跨度土质洞库建设提供了一种可供选用的新型支护方式

    Abstract:

    On the basis of experimental research and numerical analysis, a new composite soil nail support technology was successfully designed and constructed for a soil cavern with a gross span of 10.5m and a gross height of 7.07m, and monitoring results and conclusions were presented. Its novelty lies in the use of composite soil nails to support large-span soil caverns, eliminating the secondary permanent lining, breaking through the traditional construction method of caverns, saving cumbersome mechanical equipment and expensive multiple trolleys, making construction convenient and feasible, providing a new type of support method for the construction of large-span soil caverns

    参考文献
    相似文献
    引证文献
引用本文

Zeng Xianming, Li Shimin, Song Hongmin, Wang Kun, Lin Dalu Research and application of composite soil nail support for large-span soil caverns. Prestress Technology 2009,13(06):30-35. 10.59238/j. pt.2009.06.006

复制
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: 2023-08-10
  • 出版日期: