• DocumentCode
    1791180
  • Title

    The Application of Double Load Cells Self-Balanced Method on the Static Load Test of Long Post-grouting Pile with Great Diameter

  • Author

    Li Lailong ; Yang Zi

  • Author_Institution
    Tongji Archit. Design (Group) Co., Ltd., Shanghai, China
  • fYear
    2014
  • fDate
    25-26 Oct. 2014
  • Firstpage
    765
  • Lastpage
    768
  • Abstract
    The paper introduces the main test apparatus and keys of double load cells self-balanced method used in the static load test of one Huangpu river bridge with super span. The test results show that the double load cells self-balanced method has obvious advantages on the test for the long piles with great diameter injected cement from the bottom (post-grouting pile). This technology can solve the problem that the traditional static load test can´t solve, providing a way to solve the problem for practical application of engineering, and it has great application prospect in bridge piles.
  • Keywords
    bridges (structures); cements (building materials); foundations; mechanical testing; Huangpu river bridge; bridge piles; double load cell self-balanced method; great diameter injected cement; long post-grouting pile; static load test; super span; test apparatus; Bridges; Computer crashes; Geologic measurements; Geology; Immune system; Loading; Soil; Double load cells; Major diameter long piles; Post-grouting pile; Self-balanced;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent Computation Technology and Automation (ICICTA), 2014 7th International Conference on
  • Conference_Location
    Changsha
  • Print_ISBN
    978-1-4799-6635-6
  • Type

    conf

  • DOI
    10.1109/ICICTA.2014.185
  • Filename
    7003648