期刊文献+

地铁盾构隧道平行下穿污水管道引起地面及管道沉降变形分析 被引量:2

An Anylisis of the Deformation of a Sewer Pipe and Ground Settlement Due to a Parallel Subway Shield Tunnel
下载PDF
导出
摘要 某城市地铁1号线盾构隧道需要从一条雨污合流管道下穿过,本文对此建立FLAC3D模型,并运用改进的Attewell和Woodman公式拟合计算地面沉降值,分析了该工程情况下的沉降情况和安全性。 In this paper, we used FLAC3D and the formulae proposed by Attewell and Woodman, separately, simulated and analysised the settlement of the ground surface and a sewer pipe due to a parallel subway shield tunnel, and assessed the security of it, based on the design and construction of NO. 1 line of XX Metro.
出处 《四川建材》 2013年第5期144-146,共3页 Sichuan Building Materials
关键词 盾构隧道 FLAC3D 地面沉降 Sheild Tunnel FLAC3D Ground Settelment
  • 相关文献

参考文献2

  • 1R. K. Rowe and K. M. Lee. An evaluation of simplified techniques for estimating three dimen - sional undrained ground movements due to tunnelling in soft soils [ J ]. Canadian Geotechnical Journal, 1992,29:39 - 52.
  • 2Attewell, P. B. , Woodman, J. P. Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil [ J ]. Ground Engineering, 1982,15 ( 8 ) : 13 - 20,36.

同被引文献16

引证文献2

二级引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部