• DocumentCode
    3226476
  • Title

    Study on the BOTDR-based distributed detection of the pile foundation bearing capacity

  • Author

    Piao, Chunde ; Wei, Guangqing ; Chen, Yong

  • Author_Institution
    Resources & Geosci. Coll., China Univ. of Min. & Technol., Xuzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    2668
  • Lastpage
    2671
  • Abstract
    The calculation of the pile foundation internal force under horizontal loads always constitutes a fundamental prerequisite to an insight into the pile deformation. Through the sensing fiber embedded in pile shaft, this paper studies the deformation of bored pile under horizontal loads, and deducts the formula of pile deflection and bending moment under horizontal loads by means of BOTDR-based distributed detection. Then through the project case, a comparison is made between the value calculated by the data obtained through the embedded fiber and the value measured by the displacement sensor. And with the analysis of the pile foundation bearing capacity under horizontal loads, the study shows that a reliable basis for pile foundation design can be achieved by the effective detection of such pile deformation as strain, deflection and bending moment, based on the BOTDR distributed fiber sensing technology.
  • Keywords
    bending; displacement measurement; fibres; foundations; sensors; shafts; BOTDR-based distributed detection; bending moment; bored pile; displacement sensor; horizontal loads; pile deflection; pile deformation; pile foundation bearing capacity; pile foundation design; pile foundation internal force; pile shaft; sensing fiber; strain; Force; Geology; Loading; Optical fiber sensors; Optical fibers; Presses; BOTDR; distributed detection; horizontal static loading test; piles; sensing optical fiber;
  • 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.2011.5774766
  • Filename
    5774766