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上海环球金融中心塔楼基坑降水工程
引用本文:罗建军,瞿成松,姚天强. 上海环球金融中心塔楼基坑降水工程[J]. 地下空间与工程学报, 2005, 1(4): 646-650
作者姓名:罗建军  瞿成松  姚天强
作者单位:上海岩土工程勘察设计研究院有限公司,上海,200002;上海岩土工程勘察设计研究院有限公司,上海,200002;上海岩土工程勘察设计研究院有限公司,上海,200002
摘    要:上海环球金融中心塔楼区降水工程采用非完整井非稳定流理论设计,三维数值模型验证,在上海第一、二、三承压含水层相互连通的承压含水层组中采取降水手段,科学设计、精心施工和严格管理,确保了塔楼深基坑安全开挖和大底板正常施工,同时保证了周边环境的安全和稳定.

关 键 词:降水  非完整井  非稳定流  抽水试验  降水运行  环境
文章编号:1673-0836(2005)04-0646-05
修稿时间:2005-01-07

Dewatering Project at the Tower Building of Shanghai Global Finance Center
LUO Jiang-jun,QU Cheng-song,YAO Tian-qiang. Dewatering Project at the Tower Building of Shanghai Global Finance Center[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(4): 646-650
Authors:LUO Jiang-jun  QU Cheng-song  YAO Tian-qiang
Abstract:The partially penetrated well and unsteady flow theory are used to design the dewatering project, and Modflow 3-D flow Model software is used to test it at Tower Building of Shanghai Global Finance Center in the confined aquifers, of which the first, second and third confined aquifers have direct connection each to other. In design, construction and management the dewatering is used to ensure the excavation ,bottom of the Foundation site and the environment steady and safe.
Keywords:dewatering  partially penetrated well  unsteady flow  pumping test  dewatering run  environment
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