ANALYSIS OF BASE HEAVE IN DEEP EXCAVATIONS

The paper reviews traditional methods for both checking the stability of excavations and estimating ground movements as soil is removed. These methods do not allow for the effects of wall stiffness, embedment depth or end fixity. A finite difference technique is described which can be used to model realistically an excavation system and hence to evaluate factor of safety as well as estimated base heave and associated ground movements. Three cases are analysed and the results presented and compared with those obtained using traditional methods. (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:
    • Andrews, D C
    • Sinclair, TJE
  • Publication Date: 1984-3

Media Info

  • Features: Figures; References;
  • Pagination: p. 128-133
  • 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: 00392033
  • Record Type: Publication
  • Source Agency: ARRB
  • ISBN: 0-85825-208-2
  • Files: ITRD, TRIS, ATRI
  • Created Date: Mar 29 1985 12:00AM