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GUO Xiao-hang, XIE Xiao-lin, JIA Jian. Differential displacement control of deep foundation pits in soft clay by use of top-down excavation method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 72-76.
Citation: GUO Xiao-hang, XIE Xiao-lin, JIA Jian. Differential displacement control of deep foundation pits in soft clay by use of top-down excavation method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 72-76.
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Differential displacement control of deep foundation pits in soft clay by use of top-down excavation method

  • (1. Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, Department of Geotechnical Engineering, School of Civil Engineering, Tongji University, Shanghai 200092, China; 2. Architectural Design & Research Institute of Tongji University, Shanghai 200092, China)

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  • Received Date: November 12, 2012
  • Published Date: November 12, 2012
    Graphical Abstract
    • Abstract
  • Based on the project practices of Shanghai Tower, the differential settlement control of deep foundation pits using top-down excavation method is introduced. As the data illustrate, the measures like estimating analysis, dynamic design, information-guided excavation are of great values in the differential displacement control, consequently they help ensure the safety of the project.
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    • References (6)
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