• DocumentCode
    3248903
  • Title

    The research of the relationship between single ultimate bearing capacity and final pressure of jacked tube pile in the Yellow River alluvial plain

  • Author

    Hao, Xiao Hong

  • Author_Institution
    North China Inst. of Water Conservancy & Hydroelectric Power, Zhengzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    877
  • Lastpage
    879
  • Abstract
    On the basis of the large quantities of jacked tube pile load test research in Zhengzhou city, the ultimate bearing capacity of single pile is obtained based on the Q-S curve test results.Then, the relationship between single pipe ultimate bearing capacity and final pressure of single pile is analyzed by using the mathematical statistics method. Finally , the regions experience formula is established, so as to evaluate the relationship between the Final Pressure of jacked tube pile and the Ultimate Bearing Capacity of Single Pile at the different aspect ratios and the sand layer, which provides an evidence for jacked tube pile of application and promotion in the Yellow River alluvial plain.
  • Keywords
    foundations; geotechnical engineering; mechanical testing; pipes; statistical analysis; Q-S curve test; Yellow River alluvial plain; Zhengzhou city; jacked tube pile final pressure; jacked tube pile load test; mathematical statistics method; single pile ultimate bearing capacity; Buildings; Electron tubes; Friction; Presses; Resistance; Rivers; Soil; Jacked tube pile; single pile ultimate bearing capacity; slenderness ratio; the final pressure;
  • 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.2011.5775838
  • Filename
    5775838