• DocumentCode
    904356
  • Title

    Foundation uplift resistance: The effects of foundation type and of seasonal changes in ground conditions

  • Author

    Vanner, M.J.

  • Author_Institution
    Balfour Beatty Power Construction Limited, Power Transmission Division, Thornton Heath, UK
  • Volume
    129
  • Issue
    6
  • fYear
    1982
  • fDate
    11/1/1982 12:00:00 AM
  • Firstpage
    295
  • Lastpage
    305
  • Abstract
    Various theories for estimating foundation uplift design are discussed. The shape of the foundation and the way it has been constructed, the type of applied loading and the strength of the soil surrounding the foundation, all affect its uplift behaviour. Tests on all these aspects are described. It is possible that any one of the above factors could be the cause of a foundation being under design strength, but the combination of more than one factor could be critical. Proposals are made for further studies, the conclusions from which should allow more accurate designs to be made in the future.
  • Keywords
    civil engineering; poles and towers; power overhead lines; soil; civil engineering; estimating foundation uplift design; poles and towers; power overhead lines; soil;
  • fLanguage
    English
  • Journal_Title
    Generation, Transmission and Distribution, IEE Proceedings C
  • Publisher
    iet
  • ISSN
    0143-7046
  • Type

    jour

  • DOI
    10.1049/ip-c.1982.0046
  • Filename
    4643547