• DocumentCode
    1962111
  • Title

    Trajectory and Inclination Calculation of Cone Penetration Probe

  • Author

    Cepulis, V. ; Markevicius, V. ; Navikas, D.

  • Author_Institution
    Dept. of Electron. Eng., Kaunas Univ. of Technol., Kaunas, Lithuania
  • fYear
    2009
  • fDate
    11-16 Oct. 2009
  • Firstpage
    109
  • Lastpage
    112
  • Abstract
    Cone penetration testing (CPT) is a fast and reliable means for exploring soils and soft ground (to 40 m depth) for support of buildings, retaining walls, pavement subgrades, and bridge foundations. A cone can deviate from verticality due to misalignment, a bent push rods, soil layering, or by being pushed off a vertical course during penetration if it encounters an obstacle such as a large rock. Deviation reduces probing accuracy, or large deviation from the initial alignment can cause breakage of the cone rods and loss of the cone down the hole. The inclination and trajectory calculation techniques of cone penetration test (CPT) probe are presented. Two-dimensional inclinometer was used on purpose to calculate probe trajectory and (if needed) to generate an alarm signal to avoid breakage of the cone rods.
  • Keywords
    foundations; geophysical equipment; geophysical prospecting; rocks; soil; 2D inclinometer; Cone Penetration Probe; alarm signal; bent push rods; bridge foundations; buildings; cone penetration test probe; cone rods breakage; pavement subgrades; probe trajectory; retaining walls; rock; soft ground exploratiom; soil layering; soils exploration; trajectory calculation techniques; Accelerometers; Bridges; Data engineering; Design engineering; Earth; Ground support; Permittivity measurement; Probes; Soil; Testing; CPT probe; accelerometer; inclinometer; probe inclination; probe trajector;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Advances in Circuits, Electronics and Micro-electronics, 2009. CENICS '09. Second International Conference on
  • Conference_Location
    Sliema
  • Print_ISBN
    978-0-7695-3832-7
  • Type

    conf

  • DOI
    10.1109/CENICS.2009.28
  • Filename
    5291491