• DocumentCode
    3257953
  • Title

    Determination of effective anchorage length

  • Author

    Zhan, Yubao ; You, Chunan

  • Author_Institution
    Dept. of Resources & Civil Eng., Shandong Univ. of Sci. & Technol., Tai´´an, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    4917
  • Lastpage
    4920
  • Abstract
    Formula L = √(4ln10/t) distribution on anchorage interface for calculating the anchorage length. The influence to anchorage length caused by factors such as load, property of reinforced rock-soil body and radius of anchorage body was analyzed. The results show that under same conditions, the harder the rock, the smaller the anchorage length and the softer the rock, the larger the anchorage length. The anchorage length increases with the increase of the radius of anchorage body and decreases with the decrease of the radius of anchorage body. The anchorage length is nearly not influenced by drawing force and Poisson´s ratio. A formula Lε = √(4ln10/t)+L was proposed for calculating effective anchorage length in view of various influencing factors, which was proven as practical by two case studies.
  • Keywords
    geotechnical engineering; rocks; soil; anchorage interface; anchorage length; reinforced rock-soil body; Bars; Civil engineering; Concrete; Power cables; Rocks; Rough surfaces; Stress; anchorage body; effective anchorage length; geotechnical engineering; stress distribution;
  • 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.2011.5776296
  • Filename
    5776296