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“上海中心”裙房深大基坑逆作开挖设计及实践

Design and practice of top-down method for large-scale podium basement excavation of Shanghai Tower

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【作者】 谢小林翟杰群张羽杨科郭晓航贾坚

【Author】 XIE Xiao-lin1,ZHAI Jie-qun1,ZHANG Yu1,YANG Ke2,GUO Xiao-hang2,JIA Jian1(1.Architectural Design & Research Institute of Tongji University(Group) Co.,Ltd.,Shanghai 200092 China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China.)

【机构】 同济大学建筑设计研究院(集团)有限公司同济大学地下建筑与工程系

【摘要】 结合位于上海浦东陆家嘴金融贸易区目前在建的中国最高楼"上海中心大厦(632 m)"裙房地下室深基坑逆作开挖的设计及实践,探讨在上海饱和软土地区深大基坑逆作开挖的适用条件、应用特点、设计难点和技术对策、以及深基坑安全稳定和变形控制的设计技术措施。为软土地区同类深大基坑逆作法工程提供借鉴和参考。

【Abstract】 An in-depth exploration of the top-down method for large-scale basement excavation and construction in saturated soft clay area in Shanghai is introduced with respect to its application,design difficulties as well as techniques to mitigate deformation and to ensure safety and stability of the excavation.Researches are carried out with the reference to the top-down method applied to the basement construction under podium of Shanghai Tower,the tallest building in China when it is completed,which will stand at a height of 632 m in Lujiazui CBD area.It is intended to serve as a future reference for similar projects.

  • 【文献出处】 岩土工程学报 ,Chinese Journal of Geotechnical Engineering , 编辑部邮箱 ,2012年S1期
  • 【分类号】TU753
  • 【被引频次】7
  • 【下载频次】531
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