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上海环球金融中心塔楼深基坑施工监测实录
引用本文:褚伟洪,黄永进,张晓沪. 上海环球金融中心塔楼深基坑施工监测实录[J]. 地下空间与工程学报, 2005, 1(4): 627-633
作者姓名:褚伟洪  黄永进  张晓沪
作者单位:上海岩土工程勘察设计研究院有限公司,20002;上海岩土工程勘察设计研究院有限公司,20002;上海岩土工程勘察设计研究院有限公司,20002
摘    要:结合环球金融中心塔楼深基坑施工,详细介绍了超深圆形基坑在开挖过程中应力、应变的变化特征,以及降低承压水头压力与周边管线、构筑物沉降量之间的联系,以大量的图表对监测数据的变化规律进行了分析,以期能为今后类似工程提供借鉴.

关 键 词:上海环球金融中心  超大圆形基坑  承压水  监测
文章编号:1673-0836(2005)04-0627-07
修稿时间:2005-04-12

Case Study on Construction Monitoring for Tower Part of Shanghai World Financial Centre
CHU Wei-hong,HUANG Yong-jin,ZHANG Xiao-hu. Case Study on Construction Monitoring for Tower Part of Shanghai World Financial Centre[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(4): 627-633
Authors:CHU Wei-hong  HUANG Yong-jin  ZHANG Xiao-hu
Abstract:Based on the construction monitoring for tower part of Shanghai World Financial Centre, this paper introduces in detail the change of stress and strain of the pit, as well as, the relationship between level decreasing of the pressure water and the settlement of adjacent pipelines and constructions during excavation of the extra-deep circle foundation pit. The rule of monitored data variation is also analyzed. The results of monitoring can also serve as reference to the future analogous constructions.
Keywords:Shanghai World Financial Centre  extra-deep circle foundation pit  pressure water  monitoring
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