UPLIFT OF TUNNELS AND PIPES IN SOFT CLAY

The paper examines the potential for uplift on shallow tunnels and large diameter pipes in soft clay. Methods of evaluating the uplift force and resistance to uplift are presented using both a simplified approach and a computerised numerical model. The formulae for the simplified approach are derived and the large strain, finite-difference numerical model is described. Results of both simplified and computer approaches are compared and the paper concludes with a discussion on the limitations of the assumptions and methods of analysis. (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:
    • Sinclair, TJE
    • Andrews, D C
  • Publication Date: 1984-3

Media Info

  • Features: Figures; Tables;
  • Pagination: p. 694-698
  • 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: 00392074
  • Record Type: Publication
  • Source Agency: ARRB
  • ISBN: 0-85825-208-2
  • Files: ITRD, TRIS, ATRI
  • Created Date: Mar 29 1985 12:00AM