• DocumentCode
    1146063
  • Title

    Rock socket transmission line foundation performance

  • Author

    DiGioia, A.M., Jr. ; Rojas-Gonzalez, L.F.

  • Author_Institution
    GAI Consultants Inc., Monroeville, PA, USA
  • Volume
    9
  • Issue
    3
  • fYear
    1994
  • fDate
    7/1/1994 12:00:00 AM
  • Firstpage
    1570
  • Lastpage
    1576
  • Abstract
    A major goal of overhead transmission line design is to achieve a minimum cost for a given level of reliability and safety. The greatest uncertainty in this process is in foundation design. Recognizing this opportunity to improve the economics of transmission line design, the Electric Power Research Institute (EPRI) has sponsored, since 1977, a comprehensive program of activities in foundation design. Since little high quality foundation test data existed, a task involved performing well documented full-scale load tests of drilled shafts and direct embedment pole foundations for single transmission line poles partially or totally socketed in rock and subjected to high lateral forces and overturning moments. A summary of the results obtained for fourteen load tests is presented. Based on the load tests, a provisional design guideline is also proposed
  • Keywords
    economics; poles and towers; EPRI; Electric Power Research Institute; direct embedment pole foundations; drilled shafts; high lateral forces; load tests; overhead transmission line design; overturning moments; reliability; rock socket transmission line foundation; safety; single transmission line poles; Costs; Performance evaluation; Power generation economics; Power transmission lines; Safety; Shafts; Sockets; Testing; Transmission lines; Uncertainty;
  • fLanguage
    English
  • Journal_Title
    Power Delivery, IEEE Transactions on
  • Publisher
    ieee
  • ISSN
    0885-8977
  • Type

    jour

  • DOI
    10.1109/61.311208
  • Filename
    311208