A TECHNIQUE TO PREDICT THE SIDE RESISTANCE BEHAVIOUR OF ROCK SOCKETED PILES

This paper presents a relatively simple semi-empirical technique to predict the overall shear stress, normal and shear displacement characteristics of joints under the constant normal stiffness condition. Good agreement between actual and predicted joint behaviour was generally obtained. It is shown how the technique can be used to predict the load-settlement response of side-resistance-only rock socketed piles. A comparison of predicted and actual pile performance is also presented. (Author/TRRL)

  • Availability:
  • Supplemental Notes:
    • Papers presented during the Geomechanics-Interaction, Fourth Australia-New Zealand conference on Geomechanics, Perth, Western Australia, 14-18 May 1984, Volumes I and II.
  • Corporate Authors:

    Institution of Engineers

    11 National Circuit
    Barton, A.C.T.,   Australia 
  • Authors:
    • Chiu, H K
  • Publication Date: 1984-3

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 366-371
  • Monograph Title: GEOMECHANICS - INTERACTION. FOURTH AUSTRALIA - NEW ZEALAND CONFERENCE ON GEOMECHANICS, PERTH, WESTERN AUSTRALIA, 14-18 MAY 1984. PREPRINTS OF PAPERS. VOLUMES I AND II
  • Serial:
    • Issue Number: 84/2

Subject/Index Terms

Filing Info

  • Accession Number: 00392048
  • Record Type: Publication
  • Source Agency: ARRB
  • ISBN: 0-85825-208-2
  • Files: ITRD, TRIS, ATRI
  • Created Date: Mar 29 1985 12:00AM