Numerical Simulation of Deep Foundation Pit Construction under Complex Site Conditions

Based on the deep foundation pit project of Laoguancun station of Wuhan rail transit line 16 and according to the engineering characteristics of the construction conditions and the site surrounding the environment, the method of combining field monitoring and finite element numerical simulation is adopted to analyze the law of stress and deformation of the deep foundation pit during excavation and support construction; it includes the horizontal displacement of the underground diaphragm wall, supporting axial force, and the ground surface settlement, which can be compared with measured data. Finally, some suggestions for monitoring and construction of the deep foundation pit in the subway station have been put forward and have certain reference value and practical guiding significance for the design and construction of similar engineering projects. The deformation monitoring of the retaining structure at the middle of the long side of the foundation pit should be strengthened during the construction process.

• Record URL:
  https://doi.org/10.1155/2021/6669466
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/16878086
• Supplemental Notes:
  • © 2021 Huifen Liu et al.
• Authors:
  • Liu, Huifen
  • Li, Kezeng
  • Wang, Jianqiang
  • Cheng, Chunxiang
• Publication Date: 2021-2

Language

• English

Media Info

• Media Type: Web
• Features: Glossary; References; Tables;
• Pagination: Article ID 6669466
• Serial:
  • Advances in Civil Engineering
  • Volume: 2021
  • Publisher: Wiley
  • ISSN: 1687-8086
  • EISSN: 1687-8094
  • Serial URL: https://onlinelibrary.wiley.com/journal/7074
• Publication flags:

  Open Access (libre)

Subject/Index Terms

• TRT Terms: Construction; Deformation; Excavation; Finite element method; Foundations; Pits; Rail transit; Stresses; Subway stations
• Geographic Terms: Wuhan (China)
• Subject Areas: Construction; Railroads;

Filing Info

• Accession Number: 01765331
• Record Type: Publication
• Files: TRIS
• Created Date: Feb 22 2021 10:20AM