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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (5): 5-7,20.DOI: A

• 研究与探索 • 上一篇    下一篇

悬挂式止水帷幕对基坑降水的影响

卢智强,  冯晓腊, 王超峰   

  1. 1.中铁隧道集团2.中国地质大学工程学院
  • 收稿日期:2006-04-10 出版日期:2006-10-20 发布日期:2010-04-16
  • 作者简介:卢智强(1968-)|男|1990年毕业于石家庄铁道学院|高级工程师|主要从事隧道与地下工程专业研究与施工.

Effects of Pensile Curtains on Dewatering of Foundation Pits

LEI Zhi-Jiang,  Feng-Xiao-La, WANG Chao-Feng   

  1. 1. China Railway Tunnel Group2. Faculty of Engineering, China University of Geosciences
  • Received:2006-04-10 Online:2006-10-20 Published:2010-04-16

摘要:

在广泛分析目前深基坑降水的设计计算理论和施工的基础上,建立了三维渗流的有限元模型,编制了三维有限元计算程序,并以武汉长江隧道武昌盾构井深基坑降水工程为例进行计算。通过将有无悬挂式帷幕两种工况的水头降深计算结果与实际存在悬挂式止水帷幕的实际监测值进行对比,定量说明悬挂式止水帷幕对基坑降水的影响。

Abstract:

Based on an extensive analysis on the design theory and construction of the dewatering of deep foundation pits, the paper establishes a 3dimensional finite element seepage model, accomplishes a 3dimensional finite element program and taking the dewatering of the Wuchang shield launching shaft of Wuhan Yangtse River Crossing Tunnel project as an example, makes relevant calculations. By comparing the calculation results of the water level lowering with/without pensile curtains with the measured data of the water level lowering with pensile curtains, the paper illustrates the effects of the pensile curtains on the dewatering of foundation pits.

Key words: pensile curtain  , foundation pit  , dewatering  , 3D finite element method

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