• DocumentCode
    537711
  • Title

    Impact Elastic Wave Based Highway Guard Rail Post Embedding Depth Measurement Technology

  • Author

    Zhang Gaoqiang ; Wu Jiaye ; Jerry, Wu

  • Author_Institution
    Res. Inst. of Highway, Minist. of Transp., Beijing, China
  • Volume
    1
  • fYear
    2010
  • fDate
    11-12 Nov. 2010
  • Firstpage
    596
  • Lastpage
    600
  • Abstract
    Due to its high cost and destructive nature, the pull-out testing is not suitable for the embedding depth of guard rail posts to ensure the safety of highway traffic. The primary goal of this study is to develop a fast and reliable alternative testing method, impact elastic wave based measurement technology, which is normally considered not suitable for testing hallow piles due to rapid attenuation, excessive noise and free vibration. In this study, the authors developed a number of innovative techniques including automated agitation, free vibration elimination software, reflection wave extraction, enhancement and analysis method, high-precision spectral analysis, and an intelligent post length evaluation system. This new technology has been successfully verified in multiple highway construction projects in China. The pilot testing program concluded that both the efficiency and accuracy of the new method are satisfactory for engineering practice purposes.
  • Keywords
    construction industry; elastic waves; impact (mechanical); road safety; China; automated agitation; embedding depth; free vibration elimination software; high-precision spectral analysis; highway construction projects; highway guard rail posts; highway traffic safety; impact elastic wave based measurement technology; intelligent post length evaluation system; reflection wave extraction; Embedding Depth; Guard Rail Post; Highway; Impact Elastic Wave; Measurement;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Optoelectronics and Image Processing (ICOIP), 2010 International Conference on
  • Conference_Location
    Haiko
  • Print_ISBN
    978-1-4244-8683-0
  • Type

    conf

  • DOI
    10.1109/ICOIP.2010.118
  • Filename
    5663169