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温州世贸中心基坑工程施工监测
引用本文:水伟厚,杨刘柱,孙斌,SUN Bin.温州世贸中心基坑工程施工监测[J].岩土工程学报,2006,28(Z1):1811-1814.
作者姓名:水伟厚  杨刘柱  孙斌  SUN Bin
作者单位:上海现代建筑设计集团申元岩土工程有限公司,上海,200011
基金项目:上海现代建筑设计集团资助项目
摘    要:信息化对高层建筑深基坑支护施工和土方开挖具有预测和指导作用,20 m深的温州世贸中心基坑工程实例说明施工及监测运用的标准、测点埋设和技术分析是有效的,对软土地区深基坑工程的设计、施工和监测有借鉴意义。

关 键 词:深基坑  地下连续墙  内支撑  监测
文章编号:1000-4548(2006)S0-1811-04
修稿时间:2006年4月30日

Construction and monitoring of deep excavation of Wenzhou World Trade Center Building
SHUI Wei-hou,YANG Liu-zhu,CAO Hui,SUN Bin.Construction and monitoring of deep excavation of Wenzhou World Trade Center Building[J].Chinese Journal of Geotechnical Engineering,2006,28(Z1):1811-1814.
Authors:SHUI Wei-hou  YANG Liu-zhu  CAO Hui  SUN Bin
Abstract:The information work has the effect of forecast and direction on the supporting construction and earthwork excavation of the deep excavation in the high buildings.A 20 m-deep excavation in Wenzhou World Trade Center Building has explained that the criterion of the construction and inspection,the layout of monitoring point and the technical analysis are availabile.It is useful for the design,construction and monitoring of similar engineering in the soft ground area.
Keywords:deep excavation  diaphragm wall  inner support  monitoring
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