• DocumentCode
    3262473
  • Title

    Study on effect of vacuum preloading method improving hydraulic filled soft clay

  • Author

    Lizhi, Zhao ; Ping, Zhu ; Run, Liu

  • Author_Institution
    Sch. of Civil Eng., Tianjin Univ., Tianjin, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5514
  • Lastpage
    5518
  • Abstract
    Vacuum preloading is an effective method to improve the soft soil foundation. After vacuum preloading, the bearing capacity of the ground can reach to 80 kPa, which meets the design requirement for most of goods yards, warehouse, low-rise industrial and civil constructions. Vacuum preloading method is widely used to improve hydraulic filled soft clay in Tianjin Port. During vacuum preloading, the ground settlement along the depth, the lateral deformation of the area boundary and the pore water pressure in the soil are all necessary reference parameters to control construction procedure. Carrying out vane tests before and after vacuum preloading is another important measure to evaluate the improvement effect of vacuum preloading. Based on the practical experience of Tianjin Port, the monitoring measures and reference parameters which are generally used in the vacuum preloading are concluded. The soil foundation deformation and the effective stress increase during the vacuum preloading are simulated by numerical methodology.
  • Keywords
    clay; deformation; foundations; geotechnical engineering; sea ports; soil; structural engineering; Tianjin port; design requirement; ground bearing capacity; ground settlement; hydraulic filled soft clay; lateral deformation; pore water pressure; soft soil foundation; vacuum preloading method; Blades; Civil engineering; Educational institutions; Finite element methods; Soil; Soil measurements; Strain; FEM; hydraulic reclamation; pore water pressure; vacuum preloading; vane strength;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5776501
  • Filename
    5776501