ANALYSIS OF WORKING LOAD BEHAVIOR OF LATERALLY LOADED SOCKETED PILES

AN ANALYSIS IS MADE OF THE WORKING-LOAD BEHAVIOR OF A SINGLE LATERALLY LOADED PILE, THE TIP OF WHICH IS SOCKETED INTO ROCK UNDER-LYING THE SOIL LAYER. IT IS SHOWN THAT THE DISPLACEMENT, ROTATION AND MOMENT IN THE PILE ARE LARGELY UNAFFECTED BY SOCKETING THE TIP UNLESS THE PILE IS RELATIVELY STIFF. A METHOD IS SUGGESTED FOR EVALUATING THE EFFECTIVENESS OF A GIVEN EMBEDDED DEPTH OF TIP IN PROVIDING FIXITY AGAINST ROTATION OF THE TIP. /TRRL/

  • Corporate Authors:

    University of Sydney

    School of Civil Engineering, Parramatta Road
    Sydney, New South Wales  Australia  2006
  • Authors:
    • POULOS, H G
  • Publication Date: 1969-8

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: 33 p.
  • Serial:
    • Issue Number: r126

Subject/Index Terms

Filing Info

  • Accession Number: 00233607
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: R & D Rpt
  • Files: TRIS
  • Created Date: Sep 28 1973 12:00AM